Loading...
HomeMy WebLinkAboutNOA REVIEWED FOR MIA®MIDADE CODE COMPLIAWNTDE COUNTY.FLORIDA C CONTROL SECTION ST. LUCIE COUNT 115 SW 26 Street Room 208 DEPARTMENT OF REG[LATORI AND ECONONIIC RESOC RCE&(��C Miami.Florida 33175-2474 NOTICE OF ACCEPTANCE (NOA) ...." miamidude.mwbuildina PGT Industries, Inc. 1070 Technology Drive North Venice, FL 34275 SCOPE: This NOA is being issued under the applicable rules and re,ulations governing the use of construction materials. The documentation submitted has been reviewed an ac e d v de Countv RER - Product Control Section to be used in Miami Dade County ando[ts660oVed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Section(In Miami-Dade County)and/or the AHJ (in areas other than Miami-Dade County)reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by Miami—Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series"HR7710A"Aluminum Horizontal Roller Window—L.M.I. APPROVAL DOCUMENT: Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM)", sheets I through 19 of 19, dated 06/30/18, with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance 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 revises NOA No. 18-0627.01 and consists of this page I and evidence pages E-1, E-2, E-3 and E-4,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. 1� •�er���j V8/19/20 e& �fNOA No. 0406.04 CExpirationDate: August23,2023 Approval Date: August 27,2020 Pop- Page I PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's A. DRAWINGS 1. i\.[anufacturer's die drawings and sections. (Submitted tinder N0.4 too. 18-0627.01) 2. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LV[), sheets I through 19 of 19. dated 06/30/18, prepared by manufacturer. signed and sealed by Anthony Lynn LkIiller, P.E. (Submitted under iV0:4 JVo. 18-0627.01) B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC. TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891, dated 06/06/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-0627.01) 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 along with marked-up drawings and installation diagram of an aluminum horizontal sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-18-7891.01, dated 07/03/18, signed and sealed by Idalmis Ortega, P.E. (Submitted under NOA No. 18-06-77.01) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61' Edition (2017), dated 06/18/18 and updated on 07/25/18, prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Glazing complies with ASTM E1300-09 Manuel Perez,P.E. Product Control Ex m r NOA No.20-01406.0 Expiration Date: August 23, 3 Approval Date: August 27,2020 E-1 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's (CONTINUED) D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (PER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifolt Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/l 8, expiring on 07/08/19. 2. Notice of Acceptance No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlasl) (Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23. F. STATEMENTS 1. Statement letter of conformance to FBC 6"Edition (2017). dated July 25,2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 2. Statement letter of no financial interest, dated July 25, 2018, issued by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. (Submitted under NOA No. 18-0627.01) 3. Proposal No. 18-0289 issued by the Product Control Section, dated 02/20/18, signed by Manuel Perez, RE (Submitted under NOA No. 18-0627.01) G. OTHERS 1. None. Manuel Perez, P.E. Product Control Ex n r NOA No.20- 06.0 Expiration Date: August 23, 3 Approval Date: August 27,2020 E-2 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 7710NOA-1, titled "Aluminum Horiz. Roller Install (LM), sheets 1 through 19 of 19. dated 06/30;18. with revision A dated 03/11/20, prepared by manufacturer, signed and sealed by Anthonv Lynn Miller, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large ikfissile Impact Test per FBC. TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per ASTVI F588 and TAS 202-94 along with marked-up drawings and installation diagram of all PGT Industries, Inc. representative units listed below and tested to qualify Dowsi1791 and Dowsil 983 silicones, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.: FTL-7897, PGT PW5520 PVC Fixed Window (unit 6 in proposal), dated 09/03/14 FTL-20-2107.1, PGT SGD780 Aluminum Sliding Glass Door (unit 7 in proposal) FTL-20-2107.2, PGT CA740 Alum. Outswing Casement Window(unit 8 in proposal) FTL-20-2107.3, PGT PW7620A Aluminum Fixed Window(unit 9 in proposal) and FTL-20-2107.=4, PGT PW7620A Aluminum Fixed Window(unit 10 in proposal) dated 07/13/20, all signed and seated by Idalmis Ortega, RE C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 61h Edition (2017), prepared by manufacturer, dated 06/18/18, revised on 07/25/18 and updated to the FBC 71h Edition (2020) on 04/02/20, signed and sealed by Anthony Lynn Miller, P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 19-0305.02 issued to Kuraray America, Inc. for their "Trosifol® Ultraclear, Clear and Color PVB Glass Interlayers" dated 05/09/19, expiring on 07/08/24. 2. Notice of Acceptance No. 18-0725.11 issued to Kuraray America, Inc. for their "Kuraray SentryGlas�XtraT'' (SGXT11) Clear Glass Interlayer" dated 05/23/19, expiring on 05/23/24. Manuel Perez, P.E. Product Control Exa ner NOA No.20-0 06.04 Expiration Date: August 23, Approval Date: August 27,2020 E-3 PGT Industries, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. NEW EVIDENCE SUBMITTED (CONTINTED) F. STATEMENTS 1. Statement letter of conformance, complying with FBC 611 Edition (2017) and the FBC Vh Edition (2020), dated March 10. 2020, issued by manufacturer, sinned and sealed by Anthony Lynn Miller, P.E. 2. Statement letter of no financial interest. dated March 10. 2020, issued by manufacturer, signed and sealed by Anthony Lynn i/Iiller, P.E. 3. Proposal No. 19-1155 TP issued by the Product Control Section, dated January 10, 2020, signed by Ishaq Chanda. P.E. G. OTHERS 1. Notice of Acceptance No. 18-0627.01, issued to POT Industries, Inc. for their Series "HR7710A" Aluminum Horizontal Roller Window - L.M.I. approved on 081123/18 and expiring on 08/23/23. Manuel Perez,P.E. Product Control Exa r NOA No.20- 06.0 Expiration Date: August 23, 3 Approval Date:August 27,2020 E-4 ,SERIES HRT, H L'I CA 1DAPACT RESISTANT ORIZON-AL ROER'NINCCT/ I DESIGN PRESSURE aAr.NG 'MPACT annrrvc U T HIS PRODUCT HAS SEEN JE31GNE0 R TESTEO'O CCNPL/'MTH THE REQUIREMENTS DF THE FOR ANCHOR VARIES PER GLS.11 E LARGE L SMALL MISSILE I I I FLCRIDA3UIL]INGCODE.INCL'UDINGTHEHIGH'IELOCGYHURRICINEZINE HVH2). ABL-3'lUANrTES SEE TABLES I_II .M1IPACT RESISTANT SEE TABLES t2-tJ �};2C ]C. 1" 00 � 2)SHUTTERS 1RE_VOT REQUIREE AV .USED IN UTBOAR-BORNE DEBRIS REGIONS,FOR INSULAT<_O GLA35 ) i INSTALL.ITCNS ABOVE]0''N THE HVH2.THE OUTBOARD LITE CAPI'RU5T 3E TEMPERED L _I � � I USER INSTRUCTIONS: I ])FOR MASONRY AP-UCATIONS:NY"I-OADE COUNTY USE ONLY%IWAPIACE COUNTY APPROVED �1 1 I t)DETERMINE THE SITE SPECIFIC.WINDOW PRODUCT REVISED i 'AASONRV ANCHORS MA TERIALSUSEDFOR ANCHOR/ALUAT;CNS'NERE SOUTHERN PINE.ASTMCM OPENING'S DESIGN-.ESSURE REQUIREMENT n I FROM ASCU T, PIYIng•Nith rho Florida :ONCRETE'AASONRY(NITS AND CONCRETE WITH MILKS?ER ANCHOR-YPE. I euildlna Cod. I A A NQA-Na. 20.0406.04 I +TALL NCOO BUCKS LESS THAN:-1R':HIC%.IRE TO 3E CONSICERED'X YSTAL_1TION5.IX'NOOC BUCKS 15' 2)<NC'NING/OUR S1.1Z1NG CPT:ON;TABLE 11. IRE]PTIONAL:FUNR!S,NSTTLLEll DIRECTLY-.3USSTPATE'NOODBUCKSOEPICTF�157X ARE I-112 OVERALL MNCCW CONFIGURATION AND SIZE,DETERMIN Eapnti.n Dam}0 612 312 0 21 HEIGHT T9' i9' OUR NINDOWS DESIGN-RESSURE FROM TABLES I•r ��v� THICXCRGREATER.IXAND'X3UCKS-1N EN IJSED)3HALLOE:E3;GNEDMDiECLREE)TC?RCPFnf , \ F'XFD By:/%%.U1IZC2'iU7 TRANSFER LOADS TO THE STRUCTURE'NOOD SUCK DESIGN ANDINSTALLATION IS THE PESPONSOILTY SASH /• [> ` 2R I.;S URESTEQUAL ORT=OR THE DESIGN TS' 'RSIBLE �• / I'/IG PRESSURE RECUIREYENT IUR THE MIaml;Oada vraductponlrol OF THE ENGINEER ECRI OR APCHITECT CF RECCRO.ACRI. 3UC% I UGHT / 2-'!P 'MNCCVIOPENINGOSTAINEDA3TEI I. S)ANCHCR EMBEDMENT TO SASE MATERIAL SHALL 3E 3EYCNO'NALL DRESSING OR STUCCO.USE I HEIGHT I C*C' I.A)UPDATED TO FSC ANCHORSOF SUFFICIENT LENGTH TOACHIEVE7EQUBTEDM1IIN.3AEE0MENT.SILLANCHCRSMUSTBE ]0.1B' I 3)DETERMME THE?NCHCR QUANTITY FROM SEALED.OVERALL 3EAL:NG SFI�ASHINGSTRAiEGV FOR'NATER Rc515TANCEOF'NSTALLiT:CN SHPLLBE SASH ]<-13'FIXEOI TABL=3!2-I B. E 2020E RENISEO.INCHOR - DONE3YOTHERSANDISBEYONDTHESCOPEOFTHESEINSTRUCTIONS. VISIBLE VISIBLE LIGHT J)INSTALL AS PER SHEET ISFOR FLANGE TYPE TASLe. LIGHT II I - PRODUCT N Tr HTO I I` 1 INSTALLATION,SHEET 16FOR R,NTE R THE SUBSTRATE. ATE.USE SHIMS CAPABLE OFTRANSF RRI GRCN MiLOADS. ODUC S O `LUS I 1 — ;NSTALLATION pR SHEEf I]FCR INTEGRAL FlN JR-03111120 . THE SUBSTRATE USE SHIMS GPABLE OF TRANSFERRING APPLIED LOADS. � � _ INSTALLTION. 7)DESIGN aRESSURES: 1i gal Y ANEGTNE DESIGN LOADS BASED ON STRUCTURAL S CYCLE TESTING AND GLASS SEE'NEEPHOL'c� LI• NOTE DESIGN PRESSURE RATPIG DEfERMINATCN W o y NOTES THIS SHEET IS'3UCK'MOTH �1 MAX IS THE SAME PROCESS FOR AL'FRAME TYPES > cT w PER ASTM EI]00. T6'OVERALL'ASDTH BUCK) )FLANGE,INTEGRAL FM OR EQUAL LEGIBOX). a: 0 y B.POSITIVE DESIGN LOADS BASEDON'NATER TEST PRESSURE STRUCTURAL S CYCLE C.DE DESIGN LOADS ARE TE TING AND GLASS BASED T'VION ALLOWABLE STRESS DESIGN.ASO. TYP.FLANGE XO ELEVATION(OX SIM.) 1�3P18""X,F_WITH PIASRC BAFFLE (}7N .oa O,L' MAX.DIMENSIONS ALLOWED SHOWN 2)I'NEEPMOLE LOCATED AT J'FROM EACH ENO. O14j to Z 3)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNEDTO RESISTTIIE'MNDLOADS FOR AN ])I'NEEPHOLE LOCATED UNDER EACH MEETINGRAIL. J o Z G CORRESPONDING TO THE REQUIRED DESIGN PRESSURE.THE] In%STRESS INCREASE HAS NOT BEEN pUANTITIES, Z<L tp w USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE SEE TABLES TIE B 12' =W •3 EVALUATION OF ANCHORS INTO WOOD.ANCHORS THAT COMEINTO CONTACT'MTH OTHER DISSIMILAR 22-Ir OO j I UUo y 2'O.G .MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION pp H RESISTANCE. I O> ])METAL SUBSTRATE TO MEETMIN.STRENGTH AND THICKNESS REQUIREMENTS PER CURRENTFLORIDA Z I o ? O BUILDING CODE AND TO BE REVIEWED BY THEAUORTTYHAWNG.URISDICTION. — ----TH w Q m J 7 10)REFERENCES TEST REPORTS FTL f&]891 d 1&7891.31:c7C0 ULTRACON NDA:OEWALT/ELCO _1 O CRETEFLEEK NOA OEWALT ULTRADON�NOA NATIONAL DESIGN SPECIFICATION FOR'N000 G I 56' 1 56' C n W CONSTRUCTION.ANSVAF3PANDS 3 ALUMINUM DESIGN MANUAL I SASH FIXED ar VISIBLE/ `/ISIBLE 11)APPLICABLE EGRESS REQUIREMENTS TO EE REVIEWED BY BUILDING OFFICIAL OVERALL LIGHT / LIGHT / / u K f TABLE!' HEIGHT Z O O 22-IR O S OP Tablas AIOlar Tablas LSASH O.C. -tpasHpdon(Lfslod fmm FJf.dorN InNHo6 XOIOX XOX XO/OX XOX Tyv. VISIBLE LIGHT T 'a Z R STO HO STO 31'0 ND STO VISIBLE 1 AN..090'PVB.IIB'AN 111, 7 12 t5 LIGHT ` J W = 1 J 1I0"AN..090'PV3.111 AN 0 B 12 t6 9' 4 CD J IWIW S:IlW AN CAP,ARSPACE.IIB'AN..090'PVB.'l8'AN a - 7 12 - 15 T :aJ n�rr' B } SEE' EPHOLE S ITITLIG:Y/ AGP, AIRSIaCE.116"AR.WO'?`/6.IIB'AN ] - T 12 - IS HTES, LA1,1 !tl/ 0 1116'uG:Ytc AN GIP.AU25PACE.II6'AN,.090'PVO,IIB aN ] - 9 12 - :e 119'BUCKWIDTH THIS SHEET ` FYI.' /'/ 7 f116 .:XI TP GP:AIRSPACE,III AN.090-PVB.tIB'AN ] - 9 12 - tB SEE SHEET IT FOR 120-OVEMLL'MOTH ` //i 1 0 11EAN.090'SG.116'AN 9 B 10 10 la 17 INTEGRAL FlN .,,�.'LICEtIgF'.C�'i 9 11E Ms.09PSO.1t6'HS 5 5 1t IS la�17 ANCHORAGE7VPE TYPE FLANGE XOX ELEVATION QJ' ':",A'o s IO 1118-L'G:IIB'AN CA.AIRSPACE.110'AN,.09P SG.116'AN 5 6 10 IJ to &SPACING NO.58705!lWTP CAP.ASRSPACE.XIWAN,.0 SG.116'AN 5 B f0 13 1aMAX.DIMENSIONS ALLOWED SHOWN �VW AN CAP.AIRSPACE,lI T'HS-0-SG,IfHS6J la GENERALVOTES..._......_......._._.__I P.ARTSPACE,11W HS..090'SG,—HS 5 6 11 10 11 CODES/STANDARDS USED: ELEVATIONS........_............... �, 2020 FLORIDA BUILDING CODE! ,7TFi EDITON la t11�UG:1:6'AN CAP.IRSPACE.1W HS..pA'SG./W HSS 9 8 11 13 19 t6 FBCI DESIGN YPES TAES.._._.._._._....__L tS 11t6'LiG:'J'6'TP CAP.AIRSPACE.ve'HS.:YM'aG.vB'HS 9 9 11 1] a :9 •2017 FLORIDA RUILDING CODE;Fliq,6TH F�fDON DESIGN PRESSURES__._.._....___2-9 "C'• �/. 53=KURARAY SENTRYGLAS'O INTERLAYER BY KURARAY AMERICA INC. •ASTM EI300-CS ��CCS'•."`TURIO�..'G\�`` ANCHOR pUANTOIES._..._._.__...__.10-IA PVB=KURARAY TROSIFOLV PVB INIERLAVER 3V KURARAYAIAERIG,INC. •ANSVAFBPA NOS-2018 FOR WOOD CONSTRUCTION INSTALLATION/ANCHOR SPECS__.16.17 /�V/ JL� •ALUMINUM DESIGN MANUAL.ADM-2015 ONF'1L G;t1 AN vANNEALED EXTRUSION PROFILES.._....___18 /I!ll I 1111 HIS=HEAT-STRENGTHENED •Al 1510616 CORNERASSEMBLY...._........ _._..19 TP=TEMPERED •AISC 260-16 PARTS LIST_.___._._._._-_.___19 ALTNNR9LLER.P.E PE'w8 iTABLE 2: 2 Glass Type: t j Overall Design Pressure(lbslft)for XO 3 OX Windows '+1 1,'.IN Suss l 1 Width .Meeting Rail:Standard _Gyp-TrB I 21-lt8'O`,erall Hgt. 37"Overall Hgt. 49"Cwrall=gty 65"Overall Hgl. 63"Overall Hgt. al,I ua"AN suss 20" +65.J -65.3 +65.0 ( -65.0 +35.J I -65.0 +65.0 35.0 +65.J , -65.0 ! I I 1 I 1 PRODUCT REVISED 25' +65A -65.0 +65.3 I -65.3 +65.0 1 -65.0 +65.3 I -65.0 *65A 1 -65.0 (D24, - s o plying with Na Florida �2'NON. I 9uIIdin9 6pdp •I 37" -65.J -65.3 +65.] i .65.3 +65.0 35.0 +65.0 -35.0 +35A i -65.3 ,uss 3lrE I NOA-Np. 20-0406.OJ EXTERIOR \ i+65.0 650 + Eap aion oamyOB/z3/zozs 49 -95.J c50 +65.1 I -65.0 +65.0 35A +65.0 65.0 ). - � I� *65.0 35.0 +65.0 � 35A +65A I o5.0 +65.0 35.0 +65.0 j 35.0 I MIam4Daep Prp4ucrconL.pl ' I 67" +65.0 a5.0 +65A -0'S.0 +65.0 I -65.0 +65.0 -65.0 +65.0 I -65,0 32 GLASS TYPE I 71 j: +65.J 35.•3 +65A -65.0 +65.0 1 -5.0 +65.0 -65.0 +63.3 � -63.3 A)NO CHANGES THIS I_ SHEET I<JR-03111120 -�� �PsW Lib'AN GLASS "x I IB'HS GLASS K O 090'PVB 090'P118 O ti WO 30 I IIB•HSGLASS 30 VIVANW 1GSS OO Q � N O 24 �' + ,�� _L O TABLE l' 12•NOM. V ` 1W.OM. =LL1 n Glass Types:2,3,5,6,7 GLASS 3RE GLASS aITE U o d ,,,,,� r Glerall Design Pressure Ibslft2 for XO Sr OX Windows EXTERIOR U- `Nidth g ( ) Meeting Rail:StandardTEpIDR (� W < G,IG l 21-118"Overall Hgt. 37"Overall Hgt. 49'Overall Hgt. 55"Overall Hgt. 63"Overall Hgt. a 74 `r �� 74 'Z m W 20" +65.0 -80.0 +65.0 -80.0 +fi5.0 -80.0 *65.0 20.0 +65.0 -80.0 32 72 o z V w W m 25" +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 GLASS TYPE 2 GLASS TYPE 3 In O 3T' I +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 K W 49" +65.0 -80.0 +65.0 -80.0 +65.0 30.0 +65.0 430.0 +65.0 -80.0 I_.,.�13)16•NCM. 1LIG•NOM. 2 n fJ K w I GLASS STACK I I GLASS STACK s O N Ila-ui 61" +6$.0 -BQ.Q +6$.0 470.0 +65.0 3Q.0 +65.0 -80.0 +65.0 ' -80.0 AIRSPACE -090•PVB AIRSPACE .090•PVB a 2 LL 6T' +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -79.2" Its-TEMPERED ASS ItB•'w J1TP AN OR i Ite•AN CLAss a o SS W +65.0 -80.0 +65.0 30.0 +65.0 30.0 +65.0 -80.p +65.0 -72.2" Guss w z z I n 31 74 31 I 74 ¢ ] W = '-80.0 FOR GLASS TYPES 2.3.6 d 1 Q O 1 R 13 LASS ai. I`1 0R 1B LASS81. 1'�saT sad. GLASS BITE GlPss aRE a, EXTERIOR EXTERIOR 1I1II:;tt�t "NY LYIV,y 70-73 70-73 3A OR 38 33A OR 3B T. A GLASS TYPE 5 GLASS TYPE 6(ANNEALED) r Nu.58705 GLASS TYPE 7(TEMPERED) - G NOTES: -'D _ (O- I)OVERALL IMP TO TIP)DIMENSIONS SHOWN.FOR INTEGFtAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT I•FROM THE TIP TO TIP DIMENSION IN �CCS'�tORIOA,. G\C\�` THETABLETO DETERMINE THE'MNDOW SIZE 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXTAVAILABLE=SIZE ..... A LYN.,MILLER.PE a E.58,05 i I TABU 1: Glass Tyce:4 "J•5-NOM_ OM ail Design Pressure(Ibsift-)for XO&OX Windows .M GLASS STACK 'Nltlth meeting Rail:Standard 1 AIRSPACE PYB 21-178"Overall Mgt. 37"Oeerall Hgt. 49"CM:mil Fgt. 55"OLelall Mgt. 63"O�d9rall.igt. I 20" -65.] -80.J +65.J -a0.7 .66.0 -80.0 -65.0 -80.0 +65.0 a0A 119'AN LASS II pB'ANGLAsS j 25" -65.3 j -80.0 +65.] i -aO.0 +65.0 -ao.J +65.0 j -a0.0 +35.J dO.J Jf\ I u PflOD UCT REVISED plCT Ih IAa Fladda Budding CPdo j I 3 35.3 dO.J +65.3 j a0.] +05.0 I 80.J +65.0 ! d0A 35.J d0.3 �Ga No, 20-0J06.04 G CRl2� _ i 19" +65.1 j �0.9 +55.0 �0.9 *65.0 dO.J +65.0 i 20A +65.0 -a0.7 �I f,2'NCLt Eypintian 0aro• 812 312 0 2 3 Gus 31rc 5-_ �65.] j -80.0 *65.0 j -80.J *65.0 -80.0 +65.0 I -80.0 +35.0 -76.3 �crER1oR Il..= ey,,Y1i7:G,CL,✓t_„1,1+ 5T +65.] j -80.3 *35.0 -80.0 +65.0 I -am +65.0 -80.0 +552 -71.J `r' � ' �LmFD,do Prnd�crcan«ol TV +65.7 -80.0 +65.0AO.J +65.0i -80.3 +65.0 -77.1 +34.3 -64.3 33P OR03B D•3 A).10 CHANGE3 THIS GL>SS TY?E 4 i JR-03/11120 i m r L��Ivi6'NCM. j 21 I GLASS TACK o O In 3115'AN OR AIRSPACE A90"3G �^ nnI O HS GLASS IIB'AN OR .�j Op .090.3G :A1 S'AN OR TP GLASS 3116'AN GLASS 0CI z Z 30 NS GLASS 31 74 Z LL e�p 23 L)U o J v n IT NOEL 1®OR 1 IR'NOM. LU 4 Q u.a1 77 }Y0 TABLE S: GLl9S BITE GLASS a1TE W Glass Types:8 thN 15 EXTERIOR EXTERIORo> z Owrall Design Pressure(Ibsife)for XO&OX Windows d/ Width Meeting Rail:Standard 7a w � 11 �' 21-1/B'OLerall Hgt. 37"01,erall Hgt. 49'Otelall Hgt. 55'OLerall Hgt. a'3"OLerall Hgt. 12 3A OR 338 70 7J JO ti O j 20" +a0.0 -110.0 +80.0 -110.0 +a0.0 -110.0 +80.0 -110.0 +80.0 f-110.0 GUSS TYPE 8(ANNEALED) GLASS TYPE 10(ANNEALED) a .^ x14 w 25" +80.0 -110.0 +80.0 -110.0 -80.0 .110.0 -80.0 -110.0 +80.0 j -110.0 GLASS TYPE 9(HEAT STRENGTHENED) GLASS TYPE 11(TEMPERED) 3T +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 0 = w 49' +80.0 -110.0 +80.0 -110A +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 GLASS TACK 1 tvtr NeM. j d I GLASS STACK Z_ Z 81" +80.0 -110.0 +80.0 -110.0 r80.0 -110.0 +B0.0 -110.0 +80.0 -101.9' AIRSPACE .098•sG At .o9a•GG a z t7 67" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -95.7• Oe'AN OR v1e•AN OR TP GNSSkG�M-S SS TPGLASS118'HS GLASS Y Q III = 74" +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 j -110.0 +80.0 -90.0' -110.0 FOR GLASS TYPES 9,12.13.14115 31 31 j4f 6iL 111111.1 III�;rrr 21 OR 16 1OOR 1 �``� C1•( }�(d,Y r/��•.LASSTYPESa-15 EXTERIOR EXTERIOR� .SB705 y,NOTES: 3OR 33 3P OR 338 i}7 /Z I)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) 0�.• s A E OF rv� EQUAL-LEG IVINDOW9•SUBTRACT V FROM THE TIP TO TIP OWENSION IN GLASS TYPE 13(TEMPERED) GLASSTYPE 15(TEMPERED) %�u,•�oR1gn.. G��; THE TABLE TO DETERMINE THEWNDOW SIZE. c iJ/ONAL EU' 2)FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SLUE 1I r l l 1111`I A LYNN IML ER.P E P Etl 59Td5 TABLE k Overall Design Pressure(Ibsife)for XO 3 OX Windows Glass Types:3 thru 15 'Nidth Meeting Rail:Heavy-Duly 21-b8"Overall Hgt. 37"Overall Fgt. 49"G'.erall'-'gt. 55"Overall Hgt. 63"Overall:Hgt. 76"Overall-Igt. 20" -60.7 -I1oA +80.] -I tO.J +30A •110.0 +60.0 -110.0 -80.0 1 -110.0 +AO.J •1f0.0 PRODUCT REVISED 25" -80.3 I -110.3 -80.0 .0 -110:]-1:0.J +d0.0 1 -110.0 +80.0 -110.0 +dO.J -110.0 +80 a PWin9 Tneh tha Flauaa ewiamB cob' l rI7 -30.3 -1100 +30 1GS[t„✓i_J20v-t0n4 06.04T . . . expiratun DatoLDS/2312023 49" 80.J -110.0 +80.J •1 0 •80.0 -110.3 +30.0 -110.0 jS 31" -80.0 -I10.0 +80.3 -1'0.3 +80.0 -110.] +80.0 -110.0 +80.0 i -I10.0 +80.0 -110A xlatnr-D,bo Probanrco�tror ! r 67" -30.0 I -110.0 +80.0 -110.13 +80.0 -I10A -80.0 I -110.0 +30.0 •110.0 SLABS TYPES 1-l 76" A)VO CHANGES THIS T+80.J -110.0 -80.0 -1'0.] +80.0 -110.0 +80.] -110.0 +30.0 VYNT3EUSED IfI SHEcI. •-It0.0 FOR CUSS T/PES 1.t331B FRAMES IA z JR-03/11/20 I GLASS aTACK I I GLASS 31ACK I1^'.l-'GLASS STACK I/13'AN OR AIRSPACE 090'SG AIRSPACE 1 U90',G m^ �h�HS GLASS 118'AN OR Ite'ANOR ]16'AN OR CE .090'SG j a N .090'SO Lib'AN OR TP GLASS 7116'AN GLASS TP GLASS I/B'HS GLASS TP GLASS LB'HS GLASS O o D�1 Y 30 HE GLASS 31 74 31K-MNO 31 74 0U' c,I 11� = 23 _i1 1 Z c 1?NOM. 7®OR 1B I?`iOM. 1&R 1 1®OR 1 I 1?NON. G LL UU UU n GLASS BITE GLASS 311E GIASS 31iE EXTERIOR EXTERIOR EXTERIOREXTERIOR UUJ a 747a73 70-71 0'32 37A Oft 13B @.R 333 OR 3 GLASS TYPE 3 GLASS TYPE 10(ANNEALED) GLASS TYPE 12(ANNEALED) GLASS TYPE 14(ANNEALED) GLASS TYPE 9 GLASS TYPE 11(TEMPERED) GLASS TYPE 131TEMPEREDI GLASS TYPE 15(TEMPERED) p F O w < ft V Ir tr _ Q n 1 = W O. z z n 0 J W = Q � "�sa0 ssia5 a UCGN•sF':�! No,58705 NOTES: ��O'•. '$A �O .'l[/�I)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG 'MNDOWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE TO DETERMINE THE WINDOW SIZE TT�AIAL Env: 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEMAVAILABLE Ste. A.LYNN MLLEfL P E P E958T05 j I TABLE 7: 1 Glass Types:1,4,5 j Gterall Sash Sash Design Pressure(Ibsift2)for XOX Windows Width Connguration j Width Meeting Rail:Standard �r+;d IIWAN GLASS ieo•wB-!.�I j I Range(in) Cterall Hgt.:29"C•BraJ Hgl.i 37'Q.erall Hgt. 4W 0wrall Hgt. 35"Qsrall Hgt.i 33"0wrall rlgt. IW AN GLASS 12J38-12.'052.2+60.0 -60.0 +60.] 60.0 +60.0 j -60.0 j +60.0 j -fiO.J +60.0 -60.0 +d0.0 -60.0 O I j n i j PRODUCT RE'/ISED 12053-15.3c8 •60.3 i -60.0 +60.3 i 60.0 j +60.0 _a 0 i -60.3 j -60.J +60.0, -60.0 1 +60.0 -60.0 </� I s mulVi,g Mth thn Florida i \I 12'NCM. Su ildmg Code %a-%%a 12028-13.302 +60.0 -60.3 -60.0 60.J +60.0 -60.3 j +60.•0 j tiO:J I *60.0 -60.3 1+60.13 -60.3 �' GLASS BITE j.40-N.. 20.0406.04 49" f ) t EX \ t upiration Onte•OB12712027 13.303-16.375 -60.0 60.0 +60.J' -60.0 +60.0 -30.0 +60.0 j -60.J +60.0 j -60.0 i+60.0 j 60.0 /4-�/ �/a 12038-14.333 +60.0 -60.0 +fiO.J -00.0 +60.0 +60.0 -60.0 +60.0I -60.0 +60.0 -60A ,74 63-1/8' 7r)/YY3 xt�mi-DnaeP.eanorcutnm 14.334-18.350 +30.0 -60.0 j +60.3 i -60.0 +60.0 -00.0 +60.0 i -60.3 +60.0 +(30.3 -30.0 32 . GLASS TYPE 12038-16.302 +60.0 60.0 +60.0 i 60.0 +60.0 v'OA *60.0 j 60.0 +60.0 -60.0 +60.0 j 60.0 A)NO CHANGES THIS SHEET. 16.303-20.675 +60.0 b0.0 +60.3� 60.0 j +g0A -00.0 +60.0 j b0A +60.0 -60A +fi0.0 -60A ALts NOM. = V4-Y Y4 12038-20.052- +60.0 -60.0 +60.J -60.0 j+60.0 -60.0 -60.0 -60.0 +60.0 -60.0 +51.9 -51.9 �-GLASS STACK z JR-03/11l20 76" custom 20.053-22.185 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 -60.0 -60.0 +60.0 -60.0 +60.0 -60.0 AIRSPACE 1 I osa'Pve 1/r1/rA/] 22186-25.575 +60.0 -60.0 +60.0 60.0 +6N 60.0 +60.0 -60.0 j +60.0 60.0 +60.0 -60.0 A!B•aN Guss ,re•aN cwss m r T/a-Yr%aLU 24.082, +60.0 -60.0 +60.0 E0.0 +60.0 -60.0 +58.2 58.2 ( +53.9 -53.9 +48.7 48.7 31 74 > m 92-1/8' custom 24.083-26.185; +60.0 I -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +57.8 -57.8 I o o n 1 OR 1 ,?NOM. >n .ro7 O 1/]-1/r%] 26.186-31.038' -60.0 -60.0 +60.0 60.0 +60.0 -0"0.0 +60.0 -60.0 +60.0 -60.0 +60.0 -a"0.0 I GLASS BITE .P O 1/4-Yr1/a 25.302. +60.0 i -60.0 +60.0 -60.0 +60.0 -60.0 +58.2 -58.2 +53.i -53.3 +48.7 48.7 xTEP1OR o IZ o 97" custom 25.303-27,185- +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +55.5 -55.5 � Z LL 70-13 U U o � ,9 custom 27.186-31.0381 +60.0 60.0 +60.0 60.0 +fi0.0 60.0 +60.0 -60.0 +60.0 -fi0.0 +58.0 -58.6 3P OR 33B GLASS TYPE 4 r z v < °�, V t/a-1/rT/a 28.302; +60.0 60.0 +60.0 60.0 +fi0.0 E0.0 +58.2 -58.2 +53.9 -53.9 j +q8.7 -48.7 0 ,j -1p 109" custom 28.303-29.185; +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +60.0 60.0 +59.8 -59.8 +51.3 -51.3 Z j m custom 29.186-31.0381 +60.0 -60.0 +60.0 -60.0 +60.0 -60.0 +60.0 60.0 +60.0 -60.0 +52.5 -52.5 ,LASS STACK W f'--'i-cusssrncR m I` 120° 1/a-1/r1/a 31.038'1 +60.0 --60.0 +60.0 60.0 +60.0 -60.0 +58.2 1 68.2 +53.9 -53.9 +48.7 1 -48.7 G I¢ y AIRSPACE 1 '090,PVB 9 n 0" W ••MIN.SASH WIDTH(FLANGE WINOOWG)=OVERALL'MDTH-i7.324 (,1 2 Its, MIN.SASH WIDTH(FIN&EQUAL-LEG WINDOWS)=OVERALL'MDTH-5B.W4 GLASS GLASS o O IacVS 2 31 I 74 - W z n. (BOR 1B f2'NCM. ' 2 2 r GLASS.TE 7 W S EXTERIOR 70.73® 3 OR 3B GLASS TYPE 5 Y NOTES: I)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR INTEGRAL FIN AND EQUAL-LEG WINDOWS,SUBTRACT I•FROMTHETIPT0 1P01MENSION IN �,,,S/QNa��uJ�• THE TABLE TO DETERMINE THE`MNDOW SIZE ///I!l11111 j1 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE. A LYNN PE ' PE.tl SUM S51S5 i TABLE 5: 3asn Glass Tyces:2.J 1 Overan Sash 'Nldth Design Pressure(Ibsife)for XOX Windows Meeting Rail:Standard Ire•HS-AAss Zarth Configuration 390•Fve Range in) 21-I18"Jverall HgLI 29"Cvemll Hgt.j Jr"Overall Hgt. J9"Overall-9t.1 65"Overall Ygt. 33°Cvelall Hgt. he•Hs cuss 12038-12.J52 +95.0 I d0.0 ! +65.3 -30.0 +55A -80.J -65.0 120A 1+65.J j 30A H5.0 -d0.0 00 i ` PRODUCT REVISED 44' 4-�\ -PmPIX 19 with the Mdda 12.053-15.308 -55.0 I -dO.0 �65.0 j -80.0 .65.3 j -80.3 +65.0; -aC.J +65.0 aO.D +35.0 to-1 I Irr NCM. 135 dlnq"Pdd t %7/ 12038-I3.302 *65.J dO.J +65.3 d0.0 +65.•] a0.0 I +65:] dO.J +65.3! a0.0 +35A I -do. I i GLASS SITE NOn-NP. 20.04Be `4 49" /4 - a I ( EX'E1ICR I a..... UPn OPe tJ81231 23 %3-t/z% 13.303-16.575 +65.0 -d0.0 +65.3 -80.0 +65.0 -80.0 +65.0 -80.0 1 +65.0 -KO +d5.3 40.] a \ ar/Yl,;',r/i-lu;,y';,{,t., �4_1/Z_t/y 12:J38-1J.333 +65.0 -a0.0 I +65.0 i -80.0 +65.0 -a0.0 +65.0 -80.3 +65.0 j -80.0 +65.d ao:J 32 `-Lj Nlaml-0adP PmtluetLPnetPl 53-178" GLASS TY?E 2 I Y3-Y3-5/1 14.334-IBA50 +65.0 A0.0 +65.0 j dO:J +65.0 -80.0 I +65.0 -80.0 I +65.9 a0.0 +65.0 dO.J A)NG CHANGES THIS y4_%2_t/3 12.038-16.302 +65.0 d0.0 +65.0 j -80.0 I •65.0 -ao.0 +65.0 -80.0 +65.0 1 -80.0 +65.3 -80.3 t SHE^•. 61" I 1/1-t/1-%1 1fi.303-20.675 +65.0 -80.0 r85.0 1 a0.0 +65.0 -80.0 +65.0 j -80.0 +65.0 -80.0 +65.0 I -80.J 311V AN GLASS r JR-03/11120 Y4-%2_Y4 12038-20.052. +65.0 •80.0 +65.0 -80.0 +65.0 -80.0 +35.0 -60.0 +65.0 i a0.0 +65.0 .80.0 .090•Pvs 76" custom 20.053•22.185, +65.0 -80.0 +65.3 j -80.0 +65.0 -a0.0 +65.0 -80.0 +65.3 -80.0 +65.0 -80.0 70 vt;AN GLASS m 2 < 22.188-25.675 +65.0 -80.0 +65.0 II -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 I -80.0 +65.0 -80.0 2S ? � T NDM O t/a-art/a 24.082 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 165.0 •80.0 +65.0 -80.0 +65.0 -80.0 Guss alTe y M1 ;,v In 92-118" custom 24.083-26.185 -65.0 -80.0 +65.0 1 -80.0 +65.0 -80.0 +65.0 ao.0 +65.0 -80.0 +65.0 -80.0 EXTERIOR O v N ¢O '/1-bra/1 2fi.186-31.048 +65.0 -80.0 +85.0 -80 +65.0 -80.0 +65.0 -60.0 *65.0 -80.0 + LU 65.0 -80.0 `r 74 Z LL w S/4-1/2-Y4 25.302 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -60.0 32 GLASS TYPE 3 %I r =w� J 97" custom 25.303-27.185 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 rw-Z 1/3-1/rt/S 27.186-32.675 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -30.0 0>O'v Z _ �a-t/r�/4 •28.302 +65.0 -80.0 +fi5.0 •80.0 I *65.0 $0.0 +65.0 -60.0 +85.0r .) a0.() `Z v W W log'.. -custom 28.303-30.185 +65.0 --80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.065.0 -80.0 i7 F LLO t/rt/r�/1 30.166-36.675. +65.0 -80.0 +65.0 A0.0 +85.0 A0.0 +65.0 -80.0 +65.065.0 -80.0^ -29.463 +65.0 a0.0 +fi5.0 a0.0 +65.0 a0.0 +85.0 a0.0 +65.065.0 d0.0113-518° custom 29.464-33.1851 *fi5.0 -80.0 *85.0 -80.0 +65.0 a0.0 +65.0 -80.0 +85.065.0 A0.0 2 x33.188-38.222 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.065.0 -80.0 jZ Z /2% '° •31.052 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.065.0 A0.0In 120" custom 31.053-33.1851. +85.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 a0.0 +65.0 +65.0 -80.0 ¢ o _ custom 33.186•38.222', +65.0 a0.0 +85.0 d0.0 +65.0 j -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 .80.0 r° ••MIN.SASH'MOTH(FLANGE'MNDOWS)=OVERALL'MOTH-SB.5562 \���`I11•(I'117A °°° OVERALL WIDTH•57,556 ��A��`•'ocEm.!�!a� ^MIN.SASH MOTH lFlN 3EOUAL-LEG WINDOWS)° 2 No.58705 � -SO 20 Y; VOTES: (,(/, 1)OVERALL(nP TO TIP)DIMENSIONS SHOWTL FOR INTEGRAL FIN AND -cGUAL.LEG'MNDOWS.SUBTRACT I-MOM THE TIP TO TIP DIMENSION IN S/ THE TABLE TO DETERMINE THE VANOOW SIZE 21 FOR SIZES NOT SHOWN.ROUND UP TO THE NE)(TAVAILABLE SIZE A LTNNn PE P.Ei.SaI 5a7G5 4 TABLE 7 Sash Glass Types:5,7 CLe all Sash Design Pressure(lbsift')for XOX Windows Meeting ail:Standard 1L•S STA Range(in) 21-V8'OwraIl Hgt. 29"OLe2Il Hgt. 3'i"CLerall rlgt. 49"Overall i•gt. 55"C%erall Hgt. 33"Overall Hgt. SussS srACI( AIRSPACE 990•°/B 12.J38-12.052 •65.0 -a0:) +65.0 40.0 I +65.0 -80.0 «0'5.0 -80.3 +65.3 -a0.7 +65.0 -80.0 3/15•?NOR I PRODUCT REVISED 12.353-15.008 +65.0 -dO.J +65,3 i -am I +35.0 -80.1 I -65.O -awlt +65.0 -aO.0 +65A -80.0 ?GL%SS�'� L i b5'AN Suss n• PIYm9'm111 No Fl4tlda �l eu ildln9 C.d. 12.038.13.302 +35.3 I -aO.1 +65.0 -d0A +65A j -80A ' -.35.0 I aO.J +65.0 -d0A «65.0 a0.0 31 j ,� NOA-No. 20.6J06.04 qg•• ; 1 E:Pir,Non Daeoyp812 312 0 2 3 -%-% 13.303-16.375- +65.0 I -80.3 +65.3 I -aoA -35.0 -80.3 +65.0 j -80.0 +65.3 -80.0 +65.0 -80.0 1A OR 21a Aj I^ •rz•NOM. ey;irl>;KC[Gyi ia�a GLASS E !/4-'/2-% IZO38-14.323 +65.0 -ao.3 «r,5.J i Ao.o .55.0 -a0.3 +65.0 I -80.0 +65.3 1 a0.3 I +65.3 -30.0 Ex1ERICR 53-118" I l ( xlamr.oaen P.mucrc.6o-ur 14.334-18.J50 +65:0 I -80.3 +65.3 1 a0.0 +65.0 -80.1 I -65.0 aO.0 +65.J j a0.0 +65.0 a0.0 l 'A)NO CHANGES THIS 61" 12.038-16.302 +65.0 -80:0 «65.0 ao.0 +65.o -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 a0-0 3A OR 33 7�17 I SHEET. 1/,y y3 16.303-20.375 +65.0 j -80.0 +65.0 -80.0 +65.0 ' -80.9 +65.0 -80.0 +65.0 j -80.0 +65.0 a6.o GLASS'.YPE3(ANNEALED) z JR-03/1120 I yq_1/z 1� 12.038-20.052 +65.0 -80.0 +65.0 -90.0 +65.0 -80.0 +65.0 -80.0 +65.3 -80.0 +65.0 -72.9a GLASS TYPE 71TEMPERED) 76" custom 20.053-22.185 «65.0 a0.0 +65.0 -a0.0 «a5.o -a0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 a Y %T/-1/3 22.186-25.675 +65.0 a0.0 +65.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 a0.0 +65.0 -80.0 j 1/a-1/z-Y4 -24.082', +55.0 a0.0 +65.0 $0.0 +65A -80.0 +65.0 a0.0 -65.0(-74.to +65.0 -67SB o N o W 92-1/8" custom 24.083-26.1851 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 (}9 H "��' O¢ 26.186-31.048, +65.0 -80.0 +65.0 -30.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 -1•�' 2 0 LL oLU •' -25.302: +65.0 -80.0 +65.0 40.0 +65.0 -80.0 +65.0 -80.0 +65.0 -74.1A +65.0 -67.50 2 uj`O 4 U 1 0 97" custom 25.303-27.185 +65A a0.0 +fi5.0 a0.0 +55.0 a0.0 +65.0 a0.o +65.0 a0.0 +65.0 -77.9 i v a •`"� "x e 27.186-32.575 +35.0 -80.0 +65.0 a0.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 >i '/ /z-%4 -28.302 a65.0 -80.0 +65.0 -80.0 F65.0 -80.0 +65.0 a0.0 +85.0 1-74.1- +65.0 5.0 -07.5a Z m 0: w m w 109, custom 28.303-30.185; +65.0 a0.0 «65.0 a0.0 +55.0 a0.0 +65.0 a0.0 +65.0 5.0 -72.0 F LLO �/%a 30.186-36.675; +65.0 -80.0 +65.0 I -80.0 +65.0 -aO.0 +65.0 -80.0 +65.0 5.0 -75.8 a ¢ w Q s ?/%q '• - of 29.463 +05.0 I -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 -80.0 +65.0 5.0 -67.5e113-S1a" custom 29.464-33.185• +65.0 -80.0 +65.0 A0.0 +65.0 a0.0 +65.0 -80.0 +65.0 5.0 -70.6 Oi??/D-%a 2 86-38.222 +0'S.0 -00.0 +65.0 a0.0 +65.0 a0 +65.0 a0.0 «65.0 5.0 -76.91/q_'/Z%4 31.052 +65.0 -80.0 +65.0 A0.0 +65.0 -80.0 +65.0 -80.0 +65.0 5.0 -67.51 c8 (7120" custom 31.053-33.185 +65.0 -80.0 +65.0 a0.0 +65.0 -80.0 +65.0 -80.0 +65.0 5.0 -68.4 a 0 x custom 133.186-38.222 +55.0 a0.0 +85.0 a0.0 +65.0 -80.0 +65.0 -80.0 «65.0 a0.0 +65.0 -71.3 +�"s�.�"n•,.s "MIN.SASH'WIDTH(FLANGEWINDOWS)=OVERALLWIDTH-SIS556 "-60.OFORCLASSTYPE7 .0,tli:.11//• 2 °-T5.0 FOR GLASS TYPE7 OVERALL WIDTH-57 5-6 -MIN.-MIN.SASH'MDTH(FIN S EQUAL-LEG'MNCOWS) 2 ,,'�'•.'�:L_:Jg,:'�/'i >Y: N..58105 NOTES: _ G _ %�Q 'JfATE F 1)OVERALL(TIP TO TIP)DIMENSIONSSHOWN.FOR INTEGRALFIN AND T ZEQU THE LE TO ME CI WINDOW SI THE TIP TO TIP DIMENSION IN :S THE TABLE TO DETERMINE THE WINDOW SIZE �/��•/Q�JA1 1�:`.�� iIH1•' 2)FOR SIZES NOT SHOWN,ROUND UP TOME NEXTAVAILAELE SDE A LYNN.VIOLEA,PE P E�53705 I ! rAeu•°: ' Sash Glass Types: 3,10.I I overall Sash Ppdth Design Pressure(Ibs/ft')For XOX Windows ,Meeting Rail:Standard WIT AN GLASS Width Configuration Rar a Iin) r '190•-'G 9 2'.-I)8°Overall'rgt. 29"OLerall Hgt.137"Overall Hgt. 49"OLerell'9t.155"0\erall Mgt.I a3"�\erall 4gL � j'r+o aN cuss qq° 052 -aO.O -10.0 +0.0 1 110.0 a00 -11G.0 -80. .1I0.9 1 60.0 -110.0 •80.0 0012.038-12. U I )I !PRODUCT REVISED 12.053-16.308 -60.0 -110.9 +30:7 !-110.0! +'30.0 I-110.0 -Goa 0-110.0,+80. ;-1-,0.1 +80.0 i-110 .2' .0 J� PIYIn9 wiN vhe FI,ri44 �I ' :6ht Buil4lna VI,g %y_7 _7 y !2.J38-13.302 -110.•] +30.0 -I10.0 I +aO.J -1!0..3 I -30.0 j-110.0 +30.•] -110.3! -80.0 -11G.o ! ;uss 9lr_ NOq N,. 20.0406.04 49" / / - EC-=RICR%/-_'//yz 13.303-16.575 +do.o -110.0 +30.0 -110.0 +ao.0 -110.9 -80.0 -1 t0.0 +aoa -11o.a +ao.J -110.9 14 12.038•14.333 80.0 •110.0 +d0.'J -110.0 1 +a0.0 -110.0 aO.J •110.0 +80.J -110.3 +80.0 -110.0 33-118" GLASS TP%1/0-% 14.334-18.050• +80.0 -110.0 +80.0 -110.0 +30.0 -110.0 +80.0 -110.0 +80.1 -110.0 +aOA 10.0 aE,tw,l.,np,mlr,,lN-tO�io�4in4a,cDv aPrt,rey,�.�4DuacaY1�r2C3a 32 1n2t0m2l 3 NO CHANGES THIS 61" 12.038-15.302, +80.0 •110.0 +80.J i-110.0 +80.0 .110.0 -80.0 j-110.0 I -ma -110.) +80.0 -110.0 s SHEET. 16.303-20.675. +80.0 -110.0 +30.0 j•110.0 +d0.0 -110.0 +80.0 -110.0 +80a -110.0 +80.0 -110.0 tarl5-NCM. :JR-03/1 L20 '/a-'/2-Y4 12.038-20.552' +80.0 -110.0 +80.0 -110.0 -30.0 -110.0 +80.0 -110.0 j +80.3 i-110.3 +80.0 -99.2 cuss 3TACK 1. custom 20.053-22185 +80.0 -110.0 +80.0 -110.0 +30.0 -110.0 +80.0 -110.0 +80.0)-110.0 +80.0 -110.0 ha NSOROE I 9V sc ¢ 22.186-25.075, +80.0 -110.0 +80.0 -110.0 +d0.0 -110.0 +80.0 -110.0 +80.3 -110.0 +80.0 -110.0 TP GLASS UIVANGLASs j I,"y -24.082' +aO.0 I -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 71 I 74 O m o to 92-1/8" custom 24.083-26.1851 -80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -105.2 I R 1 O I?WFA Z 26.186-31.048 -80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 I-110.3 +80.0 -102.3 GLSS61TE 00 m w o EXTERIOR Z a %q_1/�/q •' -25.302 +80.0 I -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 =L UU o � 97" custom 25.303-27.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.7 Ta73 27.186-32675- *80.0 -110.0 +80.0 -110.0 +B0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -98.9 °R 3 0> �xc GLASS TYPE 10(ANNEALED) z m i m 1/q_7/=%q " -28.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +B0.0 -I01.0 +80.0 A0.5 GLASS TYPE 11lTEMPEREDI y w m 109° custom 28.303.30.185 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -97.3 U F O 1/3-1/3-1/3 30.186-36.675. +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -92.9 x w ®N m -29.463 +80.0 -110.0 +80.0 -110.0 -80.0 -110.0 +80.0 -110.0 +80.0 -101.0 +80.0 -90.5 113-5/9' custom 29.464-33.185 +80.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -108.5 +80.0 -94.1 O m LVSs TYPEsa-Is = W NAY NOTE USED ¢ 1/,-1/�/ 33.186-38.222 +80.0 110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.G +80.0 -923 •NITIIINTEGRALRN G_ 1/q!/2 1/q " -31.052 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 .101.0 -80.0 Id FR4MEs i2 g120' custom 31.053-33.185 +80.0 -110.0 +g0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -102.9 +80.0 w0 custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 +a0o -110.0 .0 +80.0 1100 +800 xm "AIN.SASH WIDTH(FLANGE WINDOWS)-OVERALL`VIDTH•59.556 \\,',I'•• 'itl• z \NOSE`( {;•1.1/r/� �\\\q, -MIN.aASH'MOTH(EOUALiEG WINDOWS) 2 OVERALL WIDTH-57.55a •>`: �CJJ,'.F r T.. •':gyp t; j V..58705 - NOTES: %O ' SATE 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL LEG ��T°(-+.,S URIDn.:' WINDOWS.SURTMCT I'FROM THE TIP TO TIP DIMENSION IN THE TABLE %SS TO DETERMINE THE WINDOW SIZE �,/ONAL \, t lll(1111f 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXTAVAILIRLE SIZE A LYNN NILLER,PE P.E1159Taa Sash , Glass TyCes:9.12.13.14,15 0a 011 Sash Width Design Pressure(lbslft-)for XOX Windows Meeting Rail:Standard ,,�v1s•Hs Guss 'Plidth Configuration Gso•;c j Range;inl 2l-L8"D•erall dgt. 29"Ca=rall Hgt.j 3T Overall Hgt. 49°Overall Hgl. 55"GLerall Mgt.1 33°Ceelall H91- i J15'HS 31-Ass i ° :2.338-12.052 +60.0 ,-110.0 +30A -110.0 +80.0 -1'.0.0; +80 0 I-110.0 I +80.o -1'0.3 j+80.0 -1'.0.0 �\:I ` eROOUCT REVISED t/3-I/a-t/a 12.353-15.008 +60.'J -I10.0 +30.0 j-1I0.0 j+80.1 -710.J j -80.0 -110.0 j-30.3'-110.3 -30.0 -110.9 DlYing MN Ne Flo Ada t 1�=•'�311l auddln9 eoae j 1 j GuaS BIrE I Nola-N.. 20.0406.04 i I ' -90.J -I(0.] BOJ -I .0/a -2.338 13302 -80.0 +30.1 0.0 -80.1 -110.3 .80.3 -110.0 c<-ERIGR� 2349' 0 %a 13.303 16.3;5 80.0 -110.0 «30.0 -fio.o +80.J -11o.0 «a05 -110.3 -80.3 -110.0 .80.0 -110.0 I %,-%-%a 1733e-14.333 +ao.o -110.0 +Sao -110.0 +80.3 I-110.1 j+aDA -no.o -60.6 '-1:0.o j+eoA -110.0 72 Mlamr;DnaD PtDEDu'ConnxL 53 1l9 I/r 1/rt/a 14.334-18.050 +80.0 -110.0 , +30.0 j-110.0 +80.0 -110.J +80.0 -110.0 +80.0 -I10.0 j+aOA •110.0 GL4�� 3 A)NO CHANGES TEAS 12.338-16.302 +80.0 -110.0 I -30.0 -110.0 +80:J -110.0 -80.0 -110.0 +80.0 -110.0 +80.0 -110.0 a SHEET. 6T' 1v15•NOM. t/rt/rt/a 16.303-20.675 r80.0 j -110.0 +80.0 -110.0 +80.0 j-110.0 «BO.o -110.0 j •80.0+•110.0 +80.0 -110.0 GLASS STACK JR-0311 V20 203 12.038-20.052 +80.0 .110.0 +30.0 -110.0 +80.0 -110.0 -80.0 -110.0 +80.0 I-110.0 +60.0 -110.0 AIRSPACE .09a•aG 76" custom 20.053-22185 +80.0 -110.0 -30.0 -110.0 +80.0 -110.0 i -80.0 .110.0 +80.0 -110.0 j +60.0 -110.0 ""AN CR m TP GLASS I Ira'HS GIASS W •- A ¢ t/3-t/3-t/3 22.186-26.875 •80.0 -110.0 +80.0 -110.0 .80.0 -110.0 .80.0 .110.0 +80.0 -110.0 j+80.0 -110.0 Jt 74 > all 0 %t/Z t/4 -24.082 +80.0 j -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' o 92-118" custom 24.083-26.185 +60.0 j -110.0 -80.0 .110.0 +80.0 -110.0 +80.0 -110.0 +80.0 410.0 +80.0 -110.0 ) 1a LASS A. (}7 NT Y ¢O GLASS SITE 0 v1 e Z O t/s-t/rt/a 26.186-31.048 +80.0 j -110.0 +90.0 -110.0 +60.0 -110.0 +80.0 .110.0 +80.0 -110.0 +80.0 -110.0 EXTERIOR o o 1 LL D -25.302 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +ao.0 -110.0 -80.0 -1G6.7° =uj :g 70-73 •• 97" custom 25.303-27.185 +60.0 -110.0 +80.0 -110.0 +80.0 -I10.0 +60.0 -110.0 +80.0 -110.0 +80.0 -110.0 3@p DR 3 w z c ¢ a^2 a 27.186•32.575 +60.0 -110.0 +ao.o -110.0 +wo -110.0 +80.0 -110.0 +80.0 -110A +80.o -110.0 GLASS TYPE 12(ANNEALED) > N GLASS TYPE 13(TEMPERED) %M1 t/2-t/a -28.302� +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' �Z' w w m 409" .custom 28.303-30.185 +8Q0 j -110.0 +a0.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +60.0 -110.0 an u- t/3-t/3-%3 30.186-36.5751 +80.0 j -110.0 +80.0 -110.0 +80.0 -110.0 j+80.0 -110.0 +80.0 -110.0 +80.0 -110.0 ¢ Sul �m %4_t/z-t/a -29.463 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 j +80.0 .110.0 +80.0 -110.0 +80.0 •106.7' 1L16'NOM x j 1 GLASS STACK i 0 N Ives 113-518" custom 29.464-33.185 +80.0 -110.0 +80.0 -110.0 -80.0 -110.0 +60.0 -110.0 +80.0 -110.0 +80.0 .110.0 o = W AIRSPACE .DSO-SG (r Q %3-t/3-%3 33.186-38.222, +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -170.0 +80.0 -110.0 +80.0 -110.0 LIWANOR 2 1 t t ^ -31.051 +80.0 -110.0 +80.0 -110.0 +80.0 -110.01 +80.0 -110.0 +80.0 -110.0 +80.0 -106.7' TPGtASs ua-Hs GU1ss o z z /4-/2-/a j F120' custom 31.053-33.185 +80.0 j -110.0 +g0,0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -110.0 +80.0 -107.8 3tKlG'-WWO.M-' ¢ a = Custom 33.186-38.222 +80.0 -110.0 +80.0 -110.0 -80.0 -110.0 +80.0 -110.0 +80.0 .110.0 +80.0 -,0.0 ®j Opn, - ,nl �m•,•s OVERALL'N10TH•58.556 [:.7 ` ..MIN.SASH WIOTH(FIANCE W WDOWS)_ '•110.0 FOR GLASS TYPES 9,12.13 8 15 `t..,t ....2 EXTERIOR � , LYMIN.S-ASH LMOTH(EOUAL.LEG'WINOOV&)=OVERALL'..Z TH-5T.55aa T:• GLASS TYPES 8-15 3P R 36 _k: No,58705 ' MAY NOT 3E USED - -}_ 'AILT}I INTEGRALrIN GLASS TYPE 14(ANNEALED) •FRAMES _ NorEs: GLASS TYPE 15(TEMPERED) p0� STATE OF 1)OVERALL)TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG WINDOWS.SUBTRACT I-FROM THE UP TO TIP DIMENSION IN THETABLE ��SS` "'••- vG� TO DETERMINE THE WINDOW SIZE / ANAL E /11/Illl�tll,,t�� 2)FOR SIZES NOT SHOWN.ROUND!!PTO THE NEXTAVAIIABLE SIZE A LYNN MILLER.PE P.Ei 58]05 S I TABL='2: Glass T oes:I;hm 7 Anchor Quantities For XO&OX Win GUIDE TO USING ANCHOR QUANTITY TABLES FOR XO/OX IPRNDOVIS: i ,Meeting Rail:Standard _ n_d� Overall 2:-1/8"Cwrall�g1. 3T'Overall Hgt. j49"Cverall Hgt. 55"Overall Pgt. 63"Jterall Figt. j Widthid -3 2+Cbd21 Wi i Head 3 Sill ' Head.1 Sill ji Head&Sill Head 3 SiII I' Head 3 Sill ' I PRODUCT REVISED PlYinq Mth tha FI,r1d4 j TO" 1+C2-1 12 1-C2-1 12 1+C2-I 3 1-02-1 i3 1+C2-1 13 �auumny cod, CLUSTER CF 1 '� NOA-No. ?0-U406.04 25" 1+02-1 121 1-C2+1 •2 1-c2+I 3 1+02-1 i 3 1+C2-: j 3 i3 AVASH ANCHORS ��`S ANCHORSI I Erzp,r,tl,n oata;,0 812 312 0 2 3 2 ANCHORSAT I A CENTERED ATTHE I "" 1+C2+1 2 1+C2-1 12 1+C2-1 3 1-c2-1 1 3 1-C2-1 131 THE=1xa0 •dEETING RAIL :AM9 49° 1+C2+1 j 2 1+C2+1 ? 1-C2+1 3 1+C2-1 1 7 1+C2+1 3 .alami-oado Prmucl'Ca,er,l 61" 1+C2+1 2 1+C2+1 2 1-C2+1 3 1+C2+1 3 1*C2-I 3 23•MA%.o.C. l� A)NO CHANGES THIS 6Y 1+c2+1 2 1+C2+1 2 1-C2+1 3 1+C2+1 j3 ''j - -- ; SHEET. 74" I+C2-1 2 I+c2+1 2 1-C2-1 3 1+C2+1 jJ 1+C3+1' J -� r ---� _ j, JR-03/1 V20 - -1-C2-1 FOR SUSS 1PES 1,A 55 I - TABLE 13: 22 II$• I / X O/ Glass Types:8 thru 1$ MAX.D.C. Anchor Quantities for XO&OX Windows MEETING RAIL WMeeting Rail:Standard a j Otera111 REPEAT ANCHOR RATTERNAT 3I1.1. o K a ..y Width 121-1/8 Overall Hgt. 3T'Overall Hgt. 1 49"Overall Hgt. 1 55"Overall Hgt. 63'Overall Hgt. ❑\ { , W 7 a a Q Head&Sill ' Head&Sill ' Head&Sill = Head&Sill = Head S Sill = 0 0 o q rn Z 1 r MAx D.c.�----I c•.wix.B.C.--I Z i v v Zim ' o 20" 1+C2+I j2 1-C2+1 2 1+C2+1 3 1+C2+1 3 I-C2+1 3 _ 25' 1+C2+1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 \ I` U U d -i 37- 1+C2+1 j 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 J ���' /. /// /�j/ / o j P z Ova 4T 1+C2+1 2 1+C2+1 2 1-C2+1 3 1+C2+1 J 1+C3+1 3 Z°•' w w O1 61' 1+C2*1 2 1+C2+1 2 1+C2♦1 3 1+C3+1 3 1+C3+1 7 z:i 67" 1+C2+1 12 2+C2+2 2 2+02+2 3 2+C3+2 3 2+C3+2 3 o 2-ANCHOR 3-ANCHCR } 14^ 2+C2+2 2 2+C2+2 2 2+C2+2 3 2+C3+2 3 2+C3-2 4 CLUSTER DETAIL CLUSTER DETAIL a 31 ni r it ~ TABLE 14: Glass Types:8 lhru 15 Anchor Quantities for XO&OX Windows Meeting Rail:Heavy-Duty u o Overall Z = Width 21-118"Overall HgL. 37"Overall Hgt. 49"Overall HgL 55'Overall Flgt. 63"Overall Hgt. 76"Overall Hgt. Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill ' Head&Sill 01, %41' 1,C?-l 1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 1 C2 1 4 ` 1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C2+1 3 i+C2+1 4 7: 1 2 1+C2+1 2 1+C2-1 3 1+C2+1 3 1+C2+1 3 1+C3+1 4 CLUSTER DETAIL : NO'58705 1 2 1+C2+1 2 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 41 2 1+C2+1 2 1+C2+1 3 1+C3+1 3 1+C3+1 3 1-C4+1 4NNOs �` �''I1OVERALL(TIPTO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG � CF '1 2 2+02+2 2 2-C2+2 3 2+03+2 3 2+03+2 3 2404-2 4 WINDOWS,SUBTAACT I•FROM THE TIP TO TP DIMENSION IN METASLE i��u�'�`'ORIG' -2 2+C2-2 2 2+C3+2 3 2+C3+2 31 C3-2 141 2+C4+2 5 TO DETERMINE THE`MNDOWSIZE 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE YNN L A'1YNN t.11Ll 1.0 A ER.P E P Ed Si p S �TABLE-5. I 1 class Plpes:I,4,5 Anchor Quantities for XOX Windows Meeting Rail:Stanaa i verall h dthdn 3asn m „•rtA%.OC. �Ni -11 ConnguSaslcih 21-1+8'Cuemll:+gt. 29"Clerall'i leral-fgt. li'Jl igl. 49"J,eratl�gl. 55"Overall:igt. 37 Jverall Mgt. Range-in) O 3 n Head i Rill I� Head 3 Rill I' Head 3 Rill Head 3 Sill Head 3 Sill Head 3 Sill' �' 1 %_%_% 12338-IZJ52 I+C2+IaC2-112 I.C2«I-C2-,'2 I-C2•I-C2-112 1+C2+1-C2-I13 :.C2-I+C2+I J I•C2•HC2'li3 /�, I� i, I PRODUCT REVISED 44 DlVg vii[N Ne Florida -%a-%p 12.353-15AO3 :+C2.1«72•I 2 1+12-1-C2-:12 I+CZ+I+n-2-11z HC2.t•cz-1E3 1.02-1•C2+113 I+C2•I•C2a113 I9ulIdi,gin cuEa 1' 405.04 U2+I+C_ 1.? :-C2+1•C2+112 I-C2+1-12'1 I* 1-C2- -fir 1 E.9-No. 20.0312023 f2]]d•13.J02 I-' �- I 1 2 C2+1-C2-I I J 1aC2+i+C2+1{1 t.C2• 1,J E.Drranon 0a[o;.p812 312 0 2 1 49" 2--r2 I•r_2a 1+C2-' 2 I+C2.1-C2-1 3 7+C2+1+C2+113 1+C2-I+CZ-li3 1 la IS303-to.75 !+-2+1«C2-I j 2 1.M_-1.0 1 2-4AICHCR BY: 1 12038-14.733 +C2+I•C2-1 1 2 I*C2+I-C2+1 2 t+C2+t«,2-I�2 I*C2a1*C2-:i] 1+C2+1-C2+I J I+C2+f+C2+:�] Mlam/-oado Proaucrconerol 51-NB' CLUSTER CETAiL 14.334-10.350 I+C2+I«C2.1 2 LC2++w'2+I i 2 I+C2+t«]2-t 12 1+C2H+C2.1,3 LC2+1-C2+I I J t-C2-1.C2+11 3 -%z-Y4 12038-16,302 I+C2+1+C2+I 2 I+C2+I+C2+I 2 1+C2+1«J2+I 2 I+C2+1+C2+I 7 t+C2-I+C2-1 3 I-C2+1-C2+113 A)NO CHANGES THIS Y,a SHEET. 16.303-20.375 I+C2-1+C2-112 I+C2+1+CZ+1 21 1.C2+1+C2-I.2 I+C2+1+C2+1 31 1+C2-1-c2+113 I+cz.Hcz+l 3 12.038-20.352 I+C2+2+C2-1 12 I-C2.2+C2+1'2 I+C2+2+C2+1 12 I+C2+2+C2+H 31 1-C2+2+C2+1 13 I•C2-2+C2-11 3 z JR-03111120 76" custom 20.053-22181 1+C2-I+C2-112 1+C2.1+C2+I 2 I+C2+1+C2+I 2 1+C2+1+C2+1 7 1+C2+1+CZ+1 3 I•C2-1•C2a1 3 22185-25.'5 I-C2+I+C2+1 2 1+C2+1+C2+1 2 1-C2+1-C2+1 12 1+C2+I+C2+1 7 1+C2+1•C2+1 3 t+C2a HC2«I 7 m -24.082 I+C2+3+C2+1 2 1+C2+3+C2+I 21 1+C2-3+C2+I 12 1+C2-3+C2+1 31 1+C2+3+CZ+1 J 1-CZ-3+C2+1.3 Lu c Q 92-1/8' custom 24.083-26.185 1+C2-2+C2+1 2 1+C2+2+C2+I 21 I-C2+2+C2+1 12 I+C2+2+C2-1 3 I-C2+2+C2+1 31 I+C2-2-C2-I 3 O o y us %-11/1/ 26.185•31.038 I+C2+1+O2+1 2 1+C2+1+C2.1 21 1+C2+I+C2+I 12 1+C2+1+C2+1 3 1+C2+I+C2+1 31 I+C2+I+C2-1 3 }1 ,lue O Q 25.302 I+C2+3+C2-I 2 1+C2+3+C2+1 z I+C2+3+C2.1 2 1+C2+3-C2+1 3 I+C2+3+C2-I 3 I+C2-3+C2+1 3 O m _ rn Z 97" custom 25.303-27.195 1+C2+2-C2+1 12 1-C2-2+102-II 21 1+C2-2-C2+1 12 1+C2+2+C2+1 3 f+C2+2+C2+113 1+G2+2+C2+1 3 Z 1 uL io -Wa n custom 27 168•31.038 1+C2+2+C2-1 2 1-C2+2+C2+1 2 I+C2+2+C2+I 2 I+C2+2+C2+I 3 I+C2+2+C2.1!3 1+C2-2-C2+1 3 S W J ;B n /z-% •' •28.302 1+C2+3+C2+1 2 1+C2+3+C2+I 2 taC2+3+C2+1 2 1+C2+3+C2+1 3 HC2+3+C2+1�3 1.C2+]+C2+1 3 Hw,Z y, 2 :N 109' custom 28.307-29.185 1+C2a3+C2.1 2 I.C2a3+C2+1 2 1+a+3*C2+1 z 1+C2+3-C2al 3 1+C2+3«C2+1 3 I+C2-3-C2+1 3 o f rn cuo m Custom 29.186-11.038 1+C2+3+C2+1 2 1.C2+3+C2+1 2 1+C2a3-C2+1 2 1+C2+3+C2a1 J 1+C2+3+C2a113 1+C2.3aC2+1 3 Z 5 w m 120" %-'Iz-% 31.038.1+C2a3-C2-112 1+C2+3+C2+I 121 I+C2+3+C2+1 121 I+C2+3+C2+1 131 1+C2+3+C2+1 3 _i ILL 1+C2-7aC2+I 3 `- -MIN.SASH WIDTH(FLINGEWINDOWS)•OVERALL'MOTH-57,224 JQ ad O 2 0 W } • 9•r ^MIN.SASH WIDTH(EQUAL-LEG WINDOWS) OVERALL'NIDTH --6 Q4 NF 2 GUIDE TO USING _ ¢ G +aaus ANCHOR QUANTITY 1' 3 2101 13 `-' x TABLES FOR XOX $ WINDOWS: Z = x CWSTER OF2 CLUSTER OF 3 1ANCHORS Q Q IA NCHOR AT ANCHORS ANCHORS INTHE TEREDATTHE CENTEREDATI71 JAMB ':saO zwa5 THE SAS CEN H MEETNG RA TH]ANCE HORS AT IL MEETING RAIL �I%EO LfTE S r. 22.1ir%M.O.C. �- 1ANCHORAT 9'MA%. -�12'MAC. THE.11 r- 58705 4 MAI( 7 CA _ L WNDOALL tUBIP TOCP I-FRO THE ETIONS HO0 N.TIP DI EQUAL-NSION IN 17MEETING RAIL REPEATANCHOR PATTERN AT SILL WINDOWS,SUBTRACT I-FROMTHETIP TO TIP DIMENSION IN THETA6L= TO DETERMINE THE WINDOW SIZE. +IIIII if�.li 21 FOR SIZES NOT SHOWN.ROUND UP TO THE NEXT AVAILABLE SIZE A LTNN IALLER,P.E P E45aTCs TABLE IS- i Glass 7yi,— .Z 7.i.' j ! 3asn Anchor Quantities for XOX Windows Meeting Bail:Standard i I hemll 3asn WMoth 2!-119"Ow_rml^g[. 29'CW.erall Hgt. 77"Overall Hgt. ]9'Cterall'gt. 55"0lemll Hgt. 5�Ctetall.igt. IP MAx.O c I 'Plinth onriguratCn Range inl Head 3 Sill Head 3 SiII j'g Fead 3 Sill = Head 3 iill Head 3 111 Head i iill ! %_!�% 12:338-12.352 I.C2.1+C2 2 I-C2-1-C2.1 j2 I+C2'W-C2-1 l HC2.LC2+I S I+ / 'PRODUCT REVISED _ '11 j2 j C2+I-C2+tj3 I-C2+1.C2-Ij] /,'i 12053-15.008 I+C2+1+12-1 i 2 1-C2+I-C2+1.2 -C2-!+C2+1'2 I-C2+I+C2+1 13 t+C2«1- I s pmplY+n9'.•ith the Flo.lca 1 C2+t 3 7-n-1•C2+1 ] ' 9uW cone NO"A-N.. 20.11406.04 I %-%-% 12J38-13.302 I-C2-1-C2-1 12 I+02+1-C2+1:2 I+C2-'+C2+1'2 1-C2+I+C2+1 j 3 I+C2+I-C2+1 j 3 1-C2`I+C2+1 7 �� Eaelntlan Dat 0 812 312 0 2 3 I J9' %_%-%a 11.03-16.575 t-C2+1-C2-I j 2 t-C2+1+C2+1 12 I+C2-I-C2-1 12 I-C2+1-C2+1 3 I+C2+1-C2-I 1 3 I-CZ+I+C2.1 j 31 \�I I I9y:1YI�F(-:fU,1�-3ti1- -%-'/y IZO38-14.333 I+C2+f+C2-f 2 t.C2+l+C2+1-2 I+C2-1+C2-! 2 1+C2+1+C2+I ] I+C2+1'C2+1 j 3 1-C2+1-C2+1 J 2-ANCHOR .MlamFanap Pr.aucrcgn<ml 5&u8" CLUSTER DE-AIL ! %r1�%a 14.334-18.050 1.C2+I+C2-t Z 1+C2+I+C2+1 12 1«C2+1.C2+1 2 1+C2+1+C2+1 j 3 f+C2-I+C2+1 j 7 I+C2+LC2+1 3 j .�)NO CFANGES T.i1S t2038.16.302 f+C2-1+C2-1 2 1+12-1-C2+I I-C^_-t-C2+1-2 t+C2.l+C2.l 13 I+C2+1-C2+11 3 I+C211.C2+, 3 i=SHEET. 71" '/1 -1 16.703•20.575 I+C2-1+C2•1'2 I+C2+I+C2+1.± 1+C2-1+C2-I Z !*C2+1+C2+I MAIL.O.C.+� r+- Y'' I 3 I+C2+1+C2+t 3 1+C2+1+C2+1�3 I JR-03111120 I %_%-% 12.038-20.052 1+C2+2+C2+1 12 1+CZ+2+C2+1 2 1+C2-2+C2+1 12 I+C2+2+C2-1'3 I+C2+2+C2+1 j 3 !+C2-2-C2+1 3 76" custom 20.053-22.185 1+C2+1+C2-1 12 I+1-2+1+C2+1 21 1+C2-1+C2-1 21 I+C2+1+C2+I 131 1+C2+1-C2r1 3 1+C2+I+C2+1 7 \ !/,Ya-%a 22.186-25.875 I+C2-1+C2.112 1+C2+1+C2-1 2 1+C2-1+C2+1 2 I+C2+1-C2+1 ] I+C2.1.C2+1 3 I+C2-1+C2+1 3 �� �✓// > a y -%%q - •24.082 I+C2+3+C2+1 2 I+C2+3+C2+1 121 I+C2-3+C2+1 2 I+C2+3+C2+1 31 I+C2+3+C2+1 3 I.C3+3+C3+1 3 a 0 •a" 32-1/8' custom 24.083.26.185 1-C2+2+C2+1 2 1+C2-2+C2+1 21 1+C2+2rC2+1 2 1+C2+2+C2+1 3 1+C2+2+C2-1 31 I+C3+2+0+1 3 ^ pp r_ -1/3% 26.196-31.048 1+C2+1+C2+1 2 1-C2-2+C2+1 2 I+C2-2-C2+1 2 1-+C2+2+C2+1 3 1+C2+2-C2+1 31 1+C3-2+C3+1 J 3-ANCHOR O m z %_%r% 25.302 I+C2+3+C2+112 I+C2-3+G2+1 2 I-C2+3+C2+1 12 I+C213+C21I 3 1+C2+3+C2+1 3 1+C3+3+C3-1 3 O CLUSTER DETAIL Z LL 97" custom 25.303-27.185 1+C2+2+C2+I 12 1+C2+2+C2+1 2 1+C2+2rC2-1 2 1+C2+2+C2H 3 1+C2+2-C2+1 3 I+C3+2+C3+1 3 =Uj Z7.136-32.675 1.C2-1+C2+1 2 I+C2+2-C2+1 2 1-C2+2-C2+1 2 I+C2+2+C2-1 3 I+C2+2+C2+1 3 I-C3+2+C3+1 3 H %_%% 28.202 I+C2+3+C2+1 12 I+C2+3+C2+1 12 1+C2+3+C2-1 I2 I-C2+3.C2-1 3 1-C2+3+C2+1 3 I-C3+3+C3+1 3 0 < 2-2 109" custom 28.303-30.195 1+C2+3+CZ+1 2 1+C2+3+CZ+1 2 1+C2+3+C2+1 2 I+C2*3rC2rl J I-C2+3+C2+1 3 1+C3+3+C3+t 3 Z°.�' In 30.186-36.675 1+C2+2+C2.1 2 1+C2+2+C2+1 2 1.C2+2-C2+1 21 1+C2+2+C2+1 3 IrC2+2+C2+1 3 1+C3+2+C3+1 3 - -I o u -' -29.463 1+C2+3+C24112 1+C2+3+C2+1 2 1+C2+3+C2+1 2 1+C2+3-C2-I 3 I+C2}3+C2+1 3 I+C3+3+C3+1 3 O Fa- 0 113•5I8" custom 29A6q-37.I85 f+C2+3+C2+1'2 1rC2N.C2+1 2 1+C2+3+C2-1 2 t+C2+3*C2+I 3 1+C2+3+C2+1 3 I+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTRY 33.186-38.222 1+C2-2-C2+1 2 I+C2+2+C2+1 2 I+Cz+2.C2«1 2 I+C2+2+CZ+1 3 I+C2+2+C2+1 3 I+W-2+C3+1 3 TABLES FOR XOX WINDOWS: a 0 -%%q 31.052 1+C2+3.C2+1 2 1+C2+3+C2.1 2 1+13111 2 1+C2+3+C2+1 3 1+C2+3+C2+1 3 1+C3-3-C3+1 3 120' custom 31.053-33.185 I.C2W+C2+1;2 1.C2+3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+I 7 I+C2+3+C2*1 3 1+C3+3+C3+1 3 j custom 33.186-38.222 1+C2+2+C2+11211+C2+2+C2+1 2 I-C2+2+C2-1 2 t+C2+2+C2-1 3 1+C2-3+C2-1 7 I+C3-3+C3+1 3 1+C 3+C W113 y ? O U _ MIN.SASH WIDTH(FLANGE WINDOWS)-OVERALL WIDTH•58$56 ¢ :3 Z = Q Q MIN.SASH MOTH(EQUAL-LEG WINDOWS,=OVERALL'MDTH-V558 1aal1 taus 2 CLUSTEROF2 CLUSTER OF 3ANCHCRS HORSAT ANCHORS ANCHORS IN THE THE SPSH JAMB ]ANC f ANCHOR AT CENTEREDATTHE CENTERED ATTHE II;1Iii�l lltl MEETNG IL RAIL MEETING RA THE Fl%m OTE 22•I72•WUt.O.C. 1 ANCHOR 3'MA)L O 1 THE SASH NO.58i 05 .p NOTES: I f•- Gt II OW/EITALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-LEG X Q X =C TAT OP :z WINDOWS.SUB CT I'FROM THE OP TOTIPOIMENSION IN THETABLE / - ( :'n�''•..''CJSID� .G,�� : TO DETERMINE THEYWNDOW SIZE I :S •..... II. 2)FOR SIZES NOT SHOWN.ROUND IMP TO THE NEXT AVAILABLE SIZE MEETING RA REPEAT ANCHOR PATTERN AT SILL � Irr tll Wi; A LYNN MLLE3,P.E.PEO.105 TABLE 1'- 3asn Anchor Quantities for XOX'Nindows Glass TIDe$:3.10.11 ]•.stall 3asn Welog Rai:3tardard' 12'MAX. "Muth CDnfigwaticn Moth 2!-IIB"Jwra!I Hgt. 29"Clerall Hg[. l7"0lerall dgt. 49"0lerall HgL 35"01er41 Hgt. 83"3—ad:gt. I Range;In) -2 _ .3 I' Head t 3ill Head 3 3111 Head 3 31II ' Head 3 111 ' Head➢Sill I o Hew 3 3i8 7 j t PRDD UCT RE`/ISED f2038-12052 !-C2-1+C2+I 12 I+C2-'-C2+t I2 I+C2-!+C2-I 2 1+C2-:+C2+11 3 I-C2-I-C2,I j3 t+C2-1w-2-t 7 Tye comPlYin9'+Ith Ne Flarl4a I Budding Cotla 12.353-15.008 1-C2+I+C2+1:2 I+C2-1+=2!12 !+C2-!+C2-1 - I+C2-1-C2+1 1 3 I•C2+I+C2+I 13 I-C2-1-C2-1 3 NOA-No. 20.0406.a4 1 12.038-13.202 I I-CI+I+C2+1!2 I+C2-!+C2+1!2 !+Cz-:-C2+1 2 I+C2-!+C2+1 i 3 1-C2+!+C2+1 3 I+C2+1-C2+1 1 ^, i Erpirotlon Dot 812 3120 2 3 J9" /14,•, �5n 13.203-16.675 I+C2+I+C2+I j 2 I+C2-'-C2+I j 2 I+C2-1-12-1 2 1+C2—C2+1 j 3 I-C2+1+C2+I 1 3 I+C2+1+C2-113 /_y2_% 12 038.14.333 I-C2-1-C2+1 12 !+C2,'+C2+1 12 I-1-2-1,C2+1!2 !,C2-1+C2+1 13 I-C2+1+C2,I 3 HC2+1:C2-1 j 3 2-ANCHOR I Mi4mf D46p Pr46ucrcaetrol 53-ad" CLUSTER DETAIL 14.334-18.050 I+C2+1+C2+1 12 I+C2-!+C2+I 2 1+C2-1+C2+1 2 I+C2-1+C2+1 13 1-C2-1+C2-1 3 t+C2+1+C2-1 3 A)NO CHANGES THIS j %_%-% IZM8•16.302 1-C2+2+C2+1 12 I+C2-2+C2+1 2 I-C7-2+C2+1 2 I+C2-2+C2+1 1 3 HC2+2+C2+1 13 I-C3+2-C3-1I 3 ; SHEET. I Y,-'/i'/i 15.307-20.575 I-C2+1+C2+1 12 1+C2+1+C2+1 2 I+C2,1+C2+I 2 1+C2-1.C2+1 3 1+CZ+I+C2+1 3 I+C3+1+C1+I 3 I�JR-03/1112C /4 12.038-2.0.052 I,C2+2+C2+1 12 I+C2-3+C2+1 2 I+CZ+1+C2+1 2 I+C2-3+C2+1 13 1-C3-3+0+1 3 I,C3+3+2-1 3 76" custom 20.C53-22.185 I,C2+1+C2-I 12 I+C2-2-C2+1 2 1+C2-2+C2+1 2 I+C2+2+C2+I 13 1-C3+2+C3+1 3 I-C3+2+C3+1 3 ` mR 4: �a-Ya V3 22185-25.875 I+C2+1+C2+1 2 1+C2+1+C2+1 2 1+C2-1+C2+1 2 1+C2+1+C2+1 3 H 3+ 3 I+C3+I+C3+1 3 C3+1+C1 //` ) %4-%% "- -24.062 I+C2+3+C2+1 21 HC2-3+C2+1 21 I+C2-3+CZ-1 2 1+C2-4+C2+1 13 I-C3+4+C3+1 7 1-C3+3+C3-1 3 I O O y 32-1/8' custom 24.083-26.185 1-C2+2+C2+1 2 1*C2+2+C2+1 2 1+C2+2+C2+1 2 1+C2-2+C2+1 3 I+C3+2+C3-1 3 I+C3+2+C3+1 3 Y +m9 O 25.186.31.048,1+C2+2+C2+1 2 I+C2+2-C2-1 2 1-C2+2-C2-1 2 1+C2-2+C2+1 3 1+0+2-0+1 3 I+C3+2+C3+1 3 3-ANCHOR O'm N Z Z %-'/z-%4 "- -25.302 I+C2+3+C2+1 12 1+C2+3+C2+1 2 1-C 2+3+C2-1 2 I+C2+4+C2+1 3 t+C3+4+C3+1 3 I-C3+3+C3+1 7 CLUSTER DETAIL Z nJ• �_ C2 97" custom 25.303-27.185 H +2+C2+1 F2 1+C2+2+C2+1 12 1+C2+2+C2+1 2 I+C2-3+C2+1 3 1-C3+3+0-1 l HC3+2+C3+1 3 U U .w 27.186-32875 I+C2-2+C2+1 2 1+C2+2+C2+1 12 1+C2-2+C2+1 2 I+C2+2+C2+1 3 1+C3+2+0+1 31 t-C3♦2+C3+1 3 W F cxYc 0 '/4-'/a-%4 -28.302 I+C2+3+C2+1 2 1+C2+3+C2+1 12 1+C2+3+C2+1 2 1+C2+4+C2+1 3 I-C3+4+C3+1 3 1-C3+3+C3+1 3 ^ Z 109, custom 28.203-30.185 I+C2+3+C2+1 2 1+C2+3+C2+1 12 1+CZ-3+C2+1 2 I+C2-3+C2+1 3 1.C7+3+C3+1 31 f-C3+3+C3+1 3 Z W W 30.38B•26.675 1+C2+2+C2+1 2 2+CZ-2+C2+2 2 2+C2+4+C2+2 2 2+C3+3+C3+2 3 2+C3-3+C3-2 3 1+C3+2+C3,1 31 < O �a- 2-Y4 •- •29.463 I+C2+3+C2+1 21 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+4+C2+1 3 14C3+4+C3+1 3 I+C3+3+C3+1 3 z ~ 113.518" custom 29.464-31185:HC2+3+C2+1 2 HC2+7+C2+1 2 1+CZ+3+C2+1 2 1+C3+3+C3+1 3 1+C3-3+C3+1 3 I+C3+3+C3+1 3 GUIDE TO USING ANCHOR QUANTITY 0' 3 m L4 TABLES FOR XOX WINDOWS: M z 133.188-38-222 2+C2+2+C2+2 2 2.C2+2+C2+2 2 2+C2*3+C2+2 2 2*C3+7+C7+2 7 2+C3+3+C3+2 3 2+C3+2+C3+2 3 = Q - -31.052!1+C2+3+C2+1 2 I+C2+3+C2+1 2 I+C2-3+C2+1 2 1+C2+4+C2+1 3 1+C3+4+C3+1 3 I+C3+3+C3+1 3 2 O ` = 120" custom 31.053-33.185 HC2+1+C2+1 2 1+C2+1+C2+1 2 1+C2+3+C2+1 2 1+C7+d+C3-1 3 1-C3+4+C3+1 3 I-C3+3+C3+1 3 1>IC N3-C2M1113Ocustom 31186-38.222'2-C2+2+C2+2 2 2+C2+1+C2+2 2 2+C2+3+C2-2 2 2+C7+3+C1+2 3 2+C3+3+C3+2 3 2+C3+3+C.3+2 3 U -MIN.-SASH WIDTH(FLANGE WINDOWS)=OVERALL'ZIOTH-5B.556 Q ¢ _ s•11'-sa9 s ^MIN.SASH WIDTH EQUAL-LEG WINOOWS OVERALL ]A MOTH CLUSTER OF CLUSTER OF2 ( )' NCHORS 2 ANCHORS ANCHORS IN THE ``1j11 I111111%i� 1 ANCH EN OR CTFREDATTHE CENTERED AT THE THE SASH ]ANCHORS AT IAMB MEeM PAIL THE FIXED LITE 2dEENIGRAIL ``�.-. 22-12"LVIX.O.C. 1ANCHORAT 12"MAX O.C. THE SASH _;'; ND.58705 NOTES: 7 MAX. C D4A'`x' w� 1)OVERALL(TIP TO TIP)DIMENSIONS SHOWN.FOR EQUAL-L.EG T�..F WINDOWS.SUBTRACT I"FROM THE rIP TO TIP DIMENSION IN THETABL—c / — O x '�V`�•L CRIU�.. TO DETERMINE THE`MNDOW SRE t 2)F00.SIZES NOT SHOWN.ROUND UP TO THE NE%TAVAILABLE SQc .MEETING RAIL REP EATANCHORPATTERN AT SILL 11111111t`` A LY.11 tsILER,P- PEYSa]49 TABLE is: I MAX.3C Class Types:9,12 13.14,15 6asn Anchor Quantities for XOX Windows Meeting nail:Standard CLerall Sash lWiath 21-1/11'Zverall r•gt. 29-CMNail�9t. 37'Cwmil rgt. 49'Zwmll Hgt. 351 C,wrall-gt. 3Y Jeered.Ngt. J i j Width Con4gu1ion Ralge;inl f? / Head 3 Till I Head 1'aill ' Head 3 5ill ' Head i 3ill I' Head i 6i3 Head 3 5ill I E/3 12.338-12.352 LC2•I-C2•1 1_ t+02.1.C2+I 12 NC2aI+C2•I i 2 t+C2+I+C2+l'3 !+C2+I•C2H 13 1+r2+1•C2-t'3 _f PRODUCT REVISED `� pIv ng Mut die Florida a353-'S.108 1+C2+1-C2•1� 1+ 2.1•C2+1I2 1+C2.1-22+11'- '+C2+I.C2+1 3 1+C2+1+C2.1 3 I-C2.1+C2-1 3 NOiNgcoaxT2-.A14CPCR NOA-Na. 20.0406.04 17-38-13.302 I+C2.1-r2.1 2 1+C2.1+C2+1'2 I♦C2+I•C2+1 21+C2+I+C2.1 3 I•C2+t+C2+I13 1+C2+IaC2`t J E>1P ration Oat;D 812312023 49• CLliSTER CETAIL 13.303-!8.575 t+C2al+C2+1 i 2 !+C2.1.C2+I 2 1+C2.1•C2•I 2 1+C2.1+C2+I i7 1.C2+I+C2.i�7 HC2+1aC2-1 7 ,I2�38-14.333 1+C2+1+C2+1 2 I+C2•1+C2-f 2 1+C2+1+.,2.I _ 1•C2+1+C2+11 3 I+C2+I+C2.1;3 t+C2+t.C2•l 3 MAX.J.C.1a,73a-18A50 I+C2.1+C2•1:2 I*C2.1•C2-7 2 I+C2+1+C2+1 n I+C2*I+C2.113 1+C2+t+C2.1 3 IrC2.1+C2+1 3 A)NO CHAI`1GES THIS t2J38-16.302 t+C2+2•C2.11 2 1+C2+2+C2+1 2 I+C2•2+C2+1 2 7+C2+2+C2+1�3 I+C2+2+02+1I 3 1+C3+2+C3-1,3 _ 3F'EET. 16.303-20.375 1.C2•I+C2•II2 I+C2+HC2+1 2 HC2+1aC2+1 2 I+C2+I+C2+117 NC2.1+C2.1 3 1+C3+1+C7+ij3 \ ;/� / /� z JR-03111/20 f Y%rY4 12.038-20.052 I+C2+2•C2+1I 2 1+C2+3+C2+1 2 1•C2.3•C2+II2 :+C2+3+C2+1 31+C3+3.C3+1 3 1.C3+3aC3.113 76' custom 20.053-22I85 I+C2+I+CZ+I 2 HC2+2+C2+1 2 1+C2+2•C2•I 2 i+C2+2+C2+I 3 I+C3+2+C3+1 3 1+C3+2.C3.113 / '/ 22186-25.675 1+C2+I+C2+I 2 1+C2+1+C2+1 2 HC2+HC2N 2 1+C2H+C2+1 3 1+C3+I+C3+1 3 1+C3N+C3N 3 U a Q ±�t� " -24.082 1+C2+3+C2+1 2 1+C2+3+C2+1 1 2 1+C2+3+C2+1 2 I+C2+4+C2+1 3 I+C3+4+C3.1 3 I+C3+4+C3+1 3 3-ANCHCR o o u0i vv 92-1/8' custom 24.083-26.185 I+C2+2+C2+1 2 1+C2+2+C2+I 2 1+C2+2+C2+1 1 2 1+C2+2+C2+1 3 1+C3+2+C3.t 3 I+C3+2+C3+1 3 CLUSTER DETAIL Y n F, O IS%r1/o 26.186-31.048 I+C2+2+C2+1 2 1•C2+2+C2+1 2 t+C2+2+C2+1 2 1+C2+2+C2+1 3 7+C3+2+C3+1 3 1+C3+2+C3+1 3 0 rn Z -25.102 I+C2.3+C2+1 2 1.C2.3+C2+1 2 1.C2+3+C2N 2 1.C2+4+C2+1 3 HC3+4+CJ+7 3 1+C3+4.C3+1 3 a•MA".D.C.�•-I Z I�i W 97' custom 25.303-27.186 1+C2+2+CZ+1 2 1+C2+2+C2a1 2 7+C2+2+C2+1 2 1+C2+3+C2+1 3 I+C3+3+C3+1 3 I+C3+3+C3+1 3 e U V'� J ,g 1/rl/r1/a 27.186•32675 I+C2+2.CZ+1 2 I+C2+2+C2+1 1 2 1+C2+2+C2N 2 1+C2+2+C2+1 3 I+C3+2+C3+1 3 1+C3+2•C3+1 1 3UJI %a-%z--'/4 - -28.3D2 I+C2+3+C2+1 2 »C2+3+C2+I 2 I+C2+3+C2+1 2 I+C2+4+C2+1 3 1+C3+4rC3+1 3 I+C3+4+03+1'3 1 0>Q z 109- custom 28.303-30.185 I+C2.3+C2+1 2 I+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 3 1+C3+3+C3.1 3 1+C4+3+C4+1 3 /� / Z O1 W on LU 30.186-18.675 I+C2+2+C2+1 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3r2 3 2+C4+3+C4+2 4 - I/2-Y4 -29.463 1+C2.3+C2+1 2 1+C2+3+C2+I 2 1+C2+3+C2+1 2 1+C2+4+CZ+1 3 HC3+4+C3+1 3 hC1+4+C4+1 3 I)- IIM18'• custom 29.464-33.185 1+C2+3+C2+1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 2 7+C3+3+C3+1 3 HC3+3+C3+1 3 1+C4+3+C4+1 3 4-ANCHOR a nl F %_`//% 33.186-38.22.2 2+C2+2+C2+2 2 2+C2+2+C2+2 2 2+C2+3+C2+2 2 2+C3+3+C3+2 3 2+C3+3+C3+2 3 2+C4+3+C4+2 4 CLUSTER DETAIL a Z ++=as 0 2 .31.052 HC2+3*C2+1 2 1+C2+3*C2+1 2 HC2+3+C2.1 2 1+C2+4+C2.1 3 1+C3.4*C3+1 3 1+C4+4+C4+1 1 Q 1201 custom 31.053-13.185 1+C2+3+C2.1 2 1+C2+3+C2+1 2 I+C2+3+C2+1 2 1+C3+4+C3+1 3 1+C3+4+C3+1 3 1+C4.4+C4+1 3 Z 0 custom 33.186-36.222 2+C2+2+C2+2 2 2+C2+7+C2+2 2 2+C2.3+C2+2 2 2+C3+3+C3.2 3 2+C3+3+C3+2 31 2+C4+3+C4+2 4 1 HC 143`C"'141.0 S 2 -NIN.SASH WIDTH(FLANGE WINDOWS)a OVERALL WOTH-Sit SS6 ¢ Q = 2 ovERALL'MOTH-57.555 GUIDETOUSING 1�vd+r•as ^MIN.SASH WIDTH(EQUAL-LEG'MNOOWS)= 2 ANCHOR QUANTITY n CLUSTEROF2 CLUSTER 3ANCHORS IIIl;III, TABLES FOR XOX ANCHORS ANCHORS IN THE 1 ANCHOR AT CENTERED AT THE CENTERED ATTME JAMS e`�CV'r L'.."J•v7+• WINDOWS: THE SASH ]ANCHORS AT MEETING RAIL MEETING RAR S yCE"g•:,- THE FIXED LITE 22-17MAX.O.C. I1.� IANCHOR AT T' -�� T MAX. 1 12'!MX'O.C. THE SAEH =:Y No.5S705 -_ 1l 7 f NOTES: G/2/Z� 1)OVERALL(TIPTO TIPI DIMENSIONS SHOWN.FOR EQUAL-LEG - - - ---- - - - s-MAX. ��T'., iATE OF WINDCWS,SUBTRACT I-FROM THE TIP TO TIP DIMENSION IN THE TABLE `X O X /` �(Ce '•',�ORIDr`,.'-���� TO DETERMINE THE WINDOW Sr2E. 2)FOR SIZES NOT SHOWN,ROUND UP TO THE NEXT AVAILABLE SIZE MEETING RAIL REPEAT ANCHOR PATTERN ATSILL A LYNN MLLIIL.PE P.E44470S iINSTALLA".CPI OPTION! INSTALLATION OPTION 2 INS..>LLAT'ON OPTION ANCHOREO'HFGLGH FRAME INTO]X NCOD FRAME ANCHORED�. RCUGH FRAME ANCHORED-HROUGH:RM.IE AND I%3UCKSTRIP OR 3UCKSTRIP SEENOTE 2.THIS SHEET. OIREOTLT INTO CCNCRETElCMU INTO CONCRETECMU.3EENOTE 2.:HIS SHEET. iI I/d"MAX.-HIM L— EDGEOISTANCE E EMBEDMENT --��-{ SEE TABL t/d'`AAX.iHI6I i 'I�--• NOTE 3.LE r •f"—'-��'ABEOI.tENT I 1 1 HELD TYPE GASH`ISIBLE PRODUCT REVISED EGGE I I :IGH7 MOTH 1 / `-� EGGE I I e-o olVing mU,,the Flo— SHIM G -SEGMENT t � !'� �_, DISTANC' I V 7 I 8ni101n9 COCe t' DISTANCE I — ; I; •. I i (�''�` ,� \ !I •. t I NOA-N.. 20-0406.04 E.,,= on Dala•�g123/2023 j - 1P.ANCHOR./PE. AJ j_ �.I� I�FI%EO'nS19LE JI - +�_ ENBECMEYTWOECGE II" —1JY I LIGXTIMOTH 1 I',��•,/!/j .\ I Y'am DISTANCE PEfl 3UBSTRATE. Ml !�Datls Praduct'Control SEE TABLE IS. J '_' 11•�lil• I I 'I' �I A)REVIScO ANCHOR J-• 20:2'-ENGTH,CEYTcJiED l^33w-•~EXTERIOR J I�IJI �,I 13 TYPE TABLE. C1 I ABOVE SASH 16 ]40. • JR-03111120 TYP ANCHOR PIPE TYP ANCHOR'YPE EMBEDMENT AND EGGE _ EMBEOMENTANO EDGE OISTANM NTA I OVERALL DISTANCE PER SUBSTRATE,SEE TABLE I9 a7 SUBSTRATE.SEE TABLE 19 INCITE 3 FOR HEAD TYFE w w Q 3 NOTE 3 FOR HEAD TYPE HORIZONTAL SECTION A-A o (SHOWN VATH I.G.GLAZING) K ay ❑ O N LIGHT tI iW'MAX.SHIM IH 'd K Q OVERALL HEIGHT d p Z 2 HEIGHT 52 r INSTALLATION O LL o w �R OPTION 4 =w ANCHORED THROUGH U LU .u4 SU FRAME INTON NETILL H Z ID �x LU D n,0 N TVP.AN ENTAND O Z II' EJABEOMEtJTAND � rn I TB EDGE OISTANCE EXTERIOR LL IO a0 aD � 7 PER SUBSTRATE z p 19 i SEE TABLE 19. O� Z 3 T 13 15 MIAMI•DADE APPROVED MULl1ON,FBC COMPUANTALUMINUMISTEELFRAMING p Z I OR STEEL STUD.MAY BE VERTICAL OR o S O aau B LENGTH,CENTERED HORIZONTAL SECTION C-C HORRONTALSEE BUSSTRATE ATMEETINGRAIL PROPERTIES,TABLE I9. MC14GRED WITH(4) (SHOWN WITH MONO.GLAZING) J Z IB SCREWS, ONLY REQUIRED IF NOTES: TABLE 19: F- K n OVERALL HEIGHTI9 Alctnr SubslTaze .Mku Etl9a Min. ¢ Z = OVER 63. 1)USE ONLY SUBSTRATE-APPROPRWTEANCHORSUSTED ON Ci9lanCe Embedment TABLE 19.FOLLOW EMBEDMENT AND EDGE DISTANCE UNITS. SsuRem Pine SG=0.55) 9116 1-3/B' N11 .sm ra,aF 612 Bleel, AI MIN.OF]THREADS _ ANY INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE 19d CT110 auminlun.6063-Ti min. YB" 0.063' BEYOND THE METAL Illlltt'I/I' OF THE'MNOOW. AM S1.1 316' 0.05W 'sI• } SS.,41 SUBSTRATE Sleet Stud,GI..33 mm. WS' 004V(19 Gal YY 2 MASONRY ANCHORS LESS 1-10TOW000 AS PER TABLE / 1/d-MA%. EMBEDMENT 1 BI USE ONLY FLATHEAD �A;'•ULEJt��'-( � MAIL L EROD BUCKS LESS THAN I-I?THI SUCKS E C9ncrele(U.(AST ksi) I' 1-114' SHIM . 114'11055 ANCHORS IN MEAD AND CONSIDERED IX INSTALLATIONS.IX WOOD BUCKS ARE WgmuLM CMU,!ASTM G9]I 2-1? I-11d' •'.� EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE C1emFl— SwIf—Pine SG=0.551 1' 1-3IB' SILL PANMEX(FIAT HEAD "JD.50705 #; t] - WOOD BUCKS DEPICTED AS 2X ARE 1-I?THICK OR GREATER I% 1 TYPE IS ALLOWABLE FOR _�:. rr GE T1'R ANCHORTYPE AND2XBUGKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY I/d'Sl. C-1.(min.2tL5 ksl1 1- I3r ANCHORS W THE JAMES. - DIST EDMEHNOTR OMGE TRANSFER LOADS TO THE STRUCTURE'...BUCK DESIGN U9mmn Unlg lowtlCMU,ASTM s' I 2-I/2' 1-1/4' DISTANCE PER SUBSTRATE AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINE ER SoulAem Pine(SG=0.35) 7• 1ye. C)VNGROUTEO CMU' ;O ATE OF V� INSTALLATION OPTION 2 SEE TABLE 19. VALUES MAY 9E USED FOR OR ARCHITECTOF RECORD. C.—.(mm.S.Oo ksD 1.1fi 1-w9' GROUTED CMU ANCHORED THROUGH FRAME 1/4'Blnsl mined CMU,gS1M C-EO 1- DIRECTLY INTO CCNCRETECMU. ])VISIBLE UGHT'AAOTH OR HEIGHT(ALSO REFERRED TO AS Ultracan• 9 ( ) I? 1-1/4' APPLICATIONS. DAYLIGHT OPENING)IS MEASURED FROM BEADING TO BEADING. SauUem Pine(SW0.55) 1' 1-3/B' t`1111I i VERTICAL SECTION B-B ALYNN tNLLFR.PA P Ea cp d5 IINSTALLA-ION OP71CN' IpISTAL—ATION OPTION 2 INSTALLATION OPTION 3 j ANLHORE3-HROUGHF IE.NTO!X NCC �O'RAmr aNCHOPED RCLGH FRA/dE ANCHORED'HP.CUGH FRAME AND-X 3UCKSTRIP OR 3l.CKSTRIP SEE VOTE'_.1,1S SHEET OIRECTLY:4TO CCNCREiEiC:AU INTO CCNCRETS'CMU SEE NOTE?THIS SHEET. IN•W1:(.SHIM I—_'/4•.\IAX.SHIM EDGE CISTPNCE jai EMBECMENT ....II —^ EMBE74fEYT —1r-1 I BASH,ISIBLE ON 114•MAX. —' ECGE LGHr N10TH 1 PRODUCT REVISED iNIIA I 1 1 " a OlVingMtH the Flotlda { =N1BE fMFM DGTANCE j ,:II I DISTANCE EDGEdu0tlin9 Cotla `� 1 NOA-No. 20.0406.04 _ 1 j •� ERPirntlan Oate:�812 312 0 2 7 '.'/T!P ANCHOR PE, IL�— I%EO VISIBLE / 1 V� ' I�1I �I 1 BY: EI,IBEOMEi1T AND EDGE LGHTWIDTH OISTANGE°ER SUBSTRATE I u —1J4 j/ �\ I Mlnmr Once Prodvcrconwl SEETABLE20. ^ �.�J�L�L�:� :• O i� A)REVISED.ANCHOR r , 12•LENGTH.CENTERED " .. S TYP-TA&Z �J��JJ 0 ABOVE SASH '• '6 ' 14 15 I e JR-0311 V20 TYP.ANCHOR TYPE. TYP.ANCHOR TYPE. 'M i EMBEDMENT AND EDGE I 3UCKDTH EMBEDMENT',NOEDGE_\ 1 DISTANCE PER DISTANCE AER SUBSTRATE.SEE TABLE 20 SUBSTRATE SEE TABLE 20 m Y S B NOTE 3 FOR HEAD TYPE HORIZONTAL SECTION A-A 3 NOTE 3 FOR HEAD TYPE `o (SHOWN WITH LG.GLAZING) K o O VISIBLE O N ^ > mq O LIGHIT SUCK HEGHIT 5 1/A•MAX.SHIM J Z O HEIGHT 52 INSTALLATION i a OPTION 4 Ed— ANCHOR 0 THROUGH 50 51 FRAME INTO METAL G W V¢~l ^iM LTYP ANCHOR TYPE, ^ Z 13 �EMBEDMENTANO Z x f0 m EXTERIOR EDGE DISTANCE J W LL 10 30 ED PER SUBSTRATE O [J SEE TABLE 20. O Z 19 K j l _ 14 TJ d I5 W 9 MIAMI.OAOE APPROVED INUMIS EELFRA FED /� m K COMPLIAN LUMIMYSEEELFRAMING / o = O /nvS S•LENGTH,CENTERED AT HORIZONTAL SECTION C-C OR STEELS IZO.WAY SEE VEST ATE _ _ HORI20NTALERTES.TABLE TE f' p NEETINGRAL. (SHOWN'MTH MONO.GLPLNG) PROPERTIES.TABLE 20. O QQ ANCHORED WITH(q R Z j ^ IB CCREY/S,(Pf 50'GNLY TABLE ID, w D I¢., D'• 36 REQUIRED IF BECK NOTES: Min.Etl9a Min J N = HEIGHT ISOVER62'. Antlw Smshate Dislanca Emoedmem ¢ Z 1)USE ONLY SUBSTRATE-APPftOPflIATEANCHORS USTED ON _ :nB aanS ATABLE20.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. Saemem Plne(SG=0.55) 9/'E I.YB' A)MIN.OF 3THREA05 dig ate J. AFTHE INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE Alunlnlun,e063•T5 min. 3/d' OABT 3EYOND THE METAL �t�:11I"/,, OFTHE'MNDOW. 1SS _ A'S Steel 318' O.OBT SUBSTRATE ••'� '1(!, SS Screw 1/<'MAX Sleel SI.d.Gr.30 min 318' 0.0a5'I1BGal �`•t V�,•.•- IN ��i•+ SHIM EMBEDMENT 21 MASONRYANCHORS MAY BE USED INTO AS PER TABLE FUSE ONLY fIATHEAD `� 'G=N.9::( 20.ALL'WOOD BUCKS LESS THAN 1.I THICKARETOBE COnCmte(mIn 135'Asp I" 1-'14' OS': - I 1C 310 SS ANCHORS IN HEAD CONSIDERED IX INSTALLATIONS.IX'A'pO0 BUCKSARE CreteF'as Urgmule0 CMU.(ASTIR CA01 2-1/P 1-I/C SILL PANMEXIFLITHEAD Flo.EBiGS - EXTERIOR OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE Sgeman Pine(SG=- 55) 1• 1-314 - PYPE IS ALLOWABLE E R WOOD BUCKS DEPICWHEN AS USED) S ARE I-IBE DESIGNEICK D GREATER.IX K_ EDGE ttP.ANCHOR TYPE AND 2X BUCKS IVMEN USEO)SHALL BE DESIGNED TO PROPERLY I/a"Steel Cancrela(min.2d51u0 =lgl" ANCHORS IN THEJAMBS. DISTANCE EMBEOMENTAND EDGE TRANSFER LOADS TO THE STRUCTIIRE.'N000 BUCK DESIGN Ungtq MCMU,(ASTM G90)DISTANCE PER SUBSTRATE, AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER Mlraeon Soolhem Pine(SG=0.55) LIUNGROUTED CMU- O `TgTE P A/_ INSTALLATION OPTION2 oEE TABLE 20. VALUES MAY 9EUSEDFOR /ORARCHffECT OF RECORD. Co.—',.in.3.00 ts0 ANCHLY INTOROUGHFRAME 1 • APOUTEOCMU DIRECTLY INTO CONCRETE(GMU. 0)VSIBLE LIGHT'MOTH ORHEIGHT(ALSO REFERRED IO AS UUngmuted CMU.(ASTIR G90) APPLICATIONS.DAYLIGHT OPENING)ISNEASURED FROM BEADING TO BEADING. So,th mPi"(SC O.55) • VERTICAL SECTION 8.8 A.LYNN MILLER PE Pelt— INSTALLATICN OP—ION i EDGE DISTANCE L^ i ANCtOREO l''HOOD FRAME DR 3UCKSTRIP RCUGH.�N NT0 2% EDGE ECGE EDGE OISTPNC'c ' DISTANCE DISTANCE II4'tWX SHIM �1 I TVP ANCHOR TYPE.EMBEDMENT NCCO FRAME]R 3UCXSTRIP T" I I I ANO EDGE DISTANCE PER r P ANCHOR TYPE. I SUBSTRATE,3EE TABLE 21 I- 41MAX SHIM EMBEDMENTAND EDGE If(( II i DISTANCE PER iUB^STR ATE, -EE%L �jI �1,11 `• II I NPORAO-NDo. T REVISED EDGE EMBEDMENTI Mtb[fie f0 o6r.41BLE 3uilding voE LGNTrMI5DTH ,^• DISTANCE iO4a �\ -MBEOMENT I j LviM4'V AM ax. ! -1 �f•�rii%� .II I - w• "���' 1 ANE Kiav mi�m�4t- I0%o�a(tlV o-o�nPJrno._tl�Buaci((127'o 1n2srDe2l s EDGE EMBDMENOISTAYC- 75 ST LIGHT'MDTN �LL l� � A)NOCHANGETHIS SHcT.j f j�j IN9 EXEMIOR 2012'LENGTH.CJED aeovE iA6H is �f4 15 �I Ir JR-03111120 TYP.ANCHOR TYPE. EMBEDMENT AND EDGE 01 TANCEPER +{ 1/4-MAX.SHIM m Y SUBSTRATE.SEE TABLE 21. 9UCK'MOTH Iix ? o m HORIZONTAL SECTION A-A a O (SHOWN`•NTH I.G.GLAZING) INSTALLATION 11 OPTION 8 S VISIBLE _ ANCHORED THROUGH O r.'Tj W Z LIGHT I INTEGRAL FIN INTO MET J J o Z C RUCK HEIGHT 52 I 2 I, B n S HEIGHT C.)� U d =vy W 50 c Z Z IL m J ¢ 13 50 E%TERICR 10 O K 10 40 - L v K W 19 14 15 a "' N Z MIA/A4DADE APPROVED MULLION.FBC Q Z rNK COMPLIANT ALUMINUMISTEEL FRAMING TYP.ANCHOR TYPE - 2 2 H OR STEEL STUD.MAY BE VERTICAL OR EMBEGMENTAND EDGE HORIZONTAL SECTION C-C HORIZONTAL SEE SUBSTRATE DISTANCEPER SUBSTRATE (SHOWN WITH MCNO.GLAZING) PROPERTIES.TABLE 21. SEE TABLE 21. 76 NOTES: TP sans5 1M'MAX Anchor Sulv,tmla Min.ECge Maz. in. SHIM 1)USE ONLYSUBSTRATE-APPROPRIATE Oil— O.O erriM enl 11 t:1 is/IYrY I, ANCHORS LISTED ON TABlP1f.FOLLO'N 2-t12'[.117'Baz Nml SeulMm Pine(SG=0.551 5115 S 2-7116' I!(•Ir �[� EMSEDMENTANDEDGEDISTANCE _ •vN' LIMITS.ANY INSTALLATION OPTION 2.12'z.131 Comma,Nall Southem Pine(SG=0.551 LB' S 2.7//6' '... EDGE DISTANCE L1LE:f.Y�•.,( ' EXTERIOR SHOWN MAY BE USED ON ANY SIDE OF 2-VT[.145-Roofing Nall Scu(Nem Pine(SG=0.55) 0/8' S. 2.7/16- ?',-' �T THEWINDOW. 2.12'[.14S'Roofing Nall SoulNem Pine ISG=0.551 LB' 5' 2-7/16- No 587 ' a 05 EDGE DISTANCE SouVlam Pine;SC=0.551 12' S. 1.3M' _ - #= (/VISIBLE LIGHT WIDTH OR AYUGHHEIGHT L1#12 SUo I"or Screw or (ALSO REFERRED TOAS DAYLIGHT tll2 SIee4 182 4r i10 SS 0.f25•Alummun,60fi3-TS M. $N6' S' 0.09' �{EMBEDMENT TYP ANCHOR TYPE EMBEDMENT OPENING)IS MEASURED FROM BEADING 3— 0.05(P A36 Steel 5116- S. 0.050• =7 STATE J�. INSTALLATION OPTIONS AND EDGE DISTANCE PER TO BEADING. 0.045-(18 Ga)Ste St"0,33mm. 5116' 1 S. 0.045- ANCHORED THROUGH FIN INTO 2K SUBSTRATE SEE TABLE 21. f).NIN.OF]THREA09 BEYOND THE METAL SUBSTRATE i�� '•�CRIO/;..'••�` 3)ANCHOR TO BE INSTALLED`'THIN i�S/�, ,JG�• WOOD FRAME OR SUCKSTRIP. 2-12'OF FIN CORNE0. VERTICAL SECTION B-B ALUM V LLER.PE P.Es50 05 j - I-�z.-za• I , l.r L JBB'�y— Imo-L.'•2—� —"1 )6%' i + PRODUCT REVISED L•d4• I I ~ 2.??6' 2195' ?.7196' HmlCinq lC U IL mtn:ho Floaaa IS80' 23 2cfiD" I EupirnHon earn•0 81211 2 0 2 3 r i rn, rr; .`6Y I :]62 I d6r OBY i 7sY—�:� :8r—� ey: il.GK� •'.'1' I I 1 � � 'I � I I elnlnr-anon Praanrscnntrnl OHEAO.FLANGE (2 lEAO,INTEGRAL -IEAO.EOLAL JAMB..FL AM ANGE S.;NTEGRAL JAMB.EQ UAL:EG FHAh1E VcW FRAME O-EGFRAME OFRAME OFIN<RAME OFRAME AI UPDAT'cD MATcRWL PROP.TABLE Z724---{ 2.72W----I 272a-�{ o:.iR-03/1120 1 Ll Da0- � 1.517' � m Y Q F i d6r .7z7• > 3 ,,y o: mo N 3.SS1- 3.90H' .906'�-- .375- 19 N �•� C 1.276' INSTALIATION < O 062' OO HOLE COVER OWINOLOAD ADAPTER OM N Z Z o 06Y S Uj s ;9 c J—' U U m f.r.I.J16' { O W �� , O aiLi,EQUAL LEG FRAME r\ —11 Iy � p�Q Z SILL,FLANGE FRAME 0\\\III �U 710• 'S7� �2 m. O m 1� O SILLAOAPTER y W VINR INTEGRAL T 2211•�-1 .C6Y+I�i �P � Wr O mNrILI221/' OSILL TRACN OANTIIIFTCUP m Ij y I 2.149' 1.700' �^ Ir IA03- T +1.6]P A64- Z O 1� ,III —[ ILL���JJJ T I g = 2 2.275 I d6r f © 1.17a• p o 1JW^ 1135• L 797 79B .Der .100 .170 120' .04s 11 .OTO' A6S—�•{ C7 � �u ¢ X K 3ASH TOP 3 ¢ W O SASH PULL RAIL OSASH LOCK RAIL OSOTTOM RAIL OHDMEETINGRAIL aSTD MEETING RAIL OSCREEN ADAPTER aIG READ (BIGSNAPBEAD .USp- OaS HOT-MELT AWMINUhi DESICCANT FILL �`�a�N!!L`,;yrl/'��'" TAB LE72:MATERIALPROPERTIESUSED SILICONE POLYISOBUIYLENE „LCENpe' 1 flE NFORCEM NT — FORANCHORAGE CPLODUTIONS: STRUCTURAL SEAL SN6-NOM .Cap Nalena SLi.F. Alm.F. POLYISD- Ul"NOM. 3116'NONL SH8'NOM. SILICONE No.58705 SlewSww vku ,m xei 9IITYLEXI" STRUCTURAL HUTVL3 SEAL }' r 195° Al� ,oe Scmw Ak9 95 ks1 DESICCANT SILICONE DESICCAM RCLL-FORMED 41d 9rmr vkv ,tors+ / FOAM'MTH� FOAM STAINLESS STEEL Dee ulywno ,5sm mkm E%T.GLAss DeslccANr / %O' r`jF ••�: 1rJ-Wo URnc.+ tse ksl l64 ksl / / IXT.GLASS :T'•.. ?!/. E1R.GLASS / / IXT.GLASS„✓ i,e 99 HeW]IVEIco Ufa ,9axsl,9d.7 ksi INT.GLASS 07116•SEAR IS Ivr READ 908]-3.uwusmn is kn RR kv NT.GLASS INT.GLASS NT.GLASS iej$/QI111A A]o SLeeJ :a xnl ]8 ksl OKODISPACE OSUPERSPACER' ODURASEAL' NL EDGE' 1lrlslltstss Gr.v 91etl Swa v kL a5 xst 0 JSO TIPS 71 NXT n 72 SPACER OSPACER A LYNN MLLLIIL?E PE458T05 it.. Part4 Oesenotlon Material 1 624028 read.-arse=•ame I Alum.5063-6 ASSEMBLY DETAILS FOR 6240-9 Head.I.N 1.7rrFrame Aum.3063--o XO FLMGE FRAMES I 3 aa24040 Head.=cunt-'ag Fame Alum.303-76 'OTHER?RAME^. PES S ! 4 d2401 _amb,=large Fame Alum.5063-7-8 CONFICURAPCNS SIMILAR) I T 1 5 624017 .arm g.nletpal Fin='ame Alum.306}ia 31', 1 1 ( 6 •324028 .arm.Eoral-.zg Fume Al—506}TB > �7 PRODUCT REVISED I o24035 Sill.mango=rame Alum.zO21-2 ! ! sac elVIn9'mN the Florida 3 624 gm 026 Sig,.mel=n rme a Al...606}T6 I /// I I NOA-Ng,Code 20- 0406.04 j 9 624027 3,11.z--al,eg=rame I Al...5063-6 d1 E+p I / / lntlon pat 0 812 712 0 2 3 10 324034 $ill Adapter Alum.306}Tam 11 6240a3 Saan Pail Rod Alum.5063-8! 12 32400 Sash Loek Rolf Alum.3C05A-76 .Nlam!-Oado JrodursContnl1 1 r j' /�� mI I I 13 824041 Sash Too 3 3a11dm Rolf Alum.a083-T6 1/i Hj15 14 624027 HO:MeeOng Rml Alum.506348 I 13 l A)ADDED 3ACKBEDDING d24005 S.d..V.eenrg.Rad At—.6005A-751 Imo-. 16 o24047 Screan Adapter At .6063-T8 \.J om �� / Iy ( I x JR-03/11120 17 624051 Instadation Hae Corer Alum.im-T8 1 18 34125M Bid cdAcaprer Alum.6063.T6 i jl 19 o"24042 Sill Track Alum,o'Ofi}TB a Y Q 2A 624015 An8-Lift Clio Alum.d06}TS I I I j a y 21A 6624009 IG Bead Alum.608}TS t j a 218 824M IS Snap Bead Alum.606}1 O 0 23 624026 711T Laml Gla2,Bead Alum.6063,15 07 a +ad K ¢O 24 624013 5116 Lamm Glad.Bead Alum.5063-i8 n Z 30 MP247 Glasa.g Bud,Soft,Vinyl far 46240133;*24028 voyl I OLLc 53 o Z a 31 MP248 Glaau g Bead,Bdb Virmyl br 1621009 3 524011 Vinyl =ui 32 712653K Morro setting Block 3132-X ll4-X 1' Neoprene 0010 W U m � ago n 33A 71715K Lami IG Seeing Black 1/8'c 314'z 1.11W Neogene 8F w so H cxa 333 IS IG Snap Seterg Black 'lnyl 12 r o�Q Z 35 724045 Sweep Latch Cast Lnc m 36 T1298 'Need Hole Cd r 'Aryl w N a 37 41722 Hole Plug Vinyl 15 /4 ' O S O 38 724021 Lock Rail C—,.(LH B RH) Vinyl w 39 724050 Pull Rail End!Cap Vinyl ®'m ni O 40 724048 Roger Housing i Sash Gorda Vuryl O Wws 1, 41 724052 RWIer'Afheels Stemless Sled I o S Z 42 1 72406 Sash Top Rolf Gasket,(LH 3 RH) Polyethylene `1{ j L) 43 724055 Sash Bat Raml Gasket.(LH 8 RH) Polyethylene 4 13 rn O a4 724057 Frame Header Gasket,(Ui 8 RH) Polyethylenb 39 m �_ 45 724059 Frame,Sig Gasket,(LH a RH) Polyethylene 41 46 724063 Meefirg Rail Gasket PolyetwIene 61 Ir Q m 50 WeathelsMd,.187-z.170',Fin Seal lbJ Sash 1 I 35 no'a :aa sales 51 mstnp,.18T x.270',Fin Seal.a MR �s+1" 1r,Bulb'A v . 52 87070 Babrryl 40 60 710X38PPAX 010 X3/8'Ph.PH SMS(Whoload Adaprer) Slaidus Sled 81 IIlI �J�N''•.1GE!lg�, �C��'. 81 781PQX #8 XI.Od.PH SMS(Frame&Sash Assembly) Stainless Sled 11+ INTERIOR �';' '•.(1`P Pic.53705 I 67 Aluminum Screen'.nth Fiberglass,Mesh Vedas / 7 1.*= 70 - KpmmedingKodispace4SGTIPS 71 Ouarex uper Spacer n SXT See Street 38 18 f -p 1,g�e. C� 72 - Ouarex Dumaseal Spacer INTERIOR n �f 77 - Wrdit¢I X.Edge SPaCer El Materials 74 - OW 791.899.983 or GE 7700 Backbedoing Silicone NOTES. 1)ALL CORNERS TO USE GASKETANOIOR SEALANT. 2)SOME PARTSrOPTKINS NOT SHOWN ON DRAWING FORCLARITY. ALYNNNILLc'R.PE PEi5am5