Loading...
HomeMy WebLinkAboutProduct Approval- rolling C M���IAIt�MII1II.0.�DE _, nnAnn•pADEcala+Ty 17�71W1 PRODUCT CONTROL,SECTION DF.PARTnIENT OF RWUI,ATORY ANTI F.CON'Ohlic RESOURCES IRER) i18035W 2651rccr,lUlam 208 nOARDAND COOF.ARMINIS-IRATION DIVISIOS 1'(786)315.2590 f(786)30.2599 _NOTICE OF ACCEPTANCE(NOA) _._ www.mmmma,ir.enyjtconomy PCT lndustries 1070 Tcehnolop Drive North Venice,FI.74275 SCOPE: This NOA ems being issued under the applicable rules and regulations governing the use of construction materials.The donunonlatinn submitted has been reviewed and accepted by Miami-Dade County RRR- Product Central Station to bo used in Miami Dade County and other am where allowed by the Authority (laving Jurisdiction(ANJ). This NOA shall not be valid after the expiration dale stated below.The Miami-Dado County Product Capitol Section(in Minmi-Dodo County)and/or the AIIJ(in areas other than Minmi-Dario County)«servo the right to have this product or material tested far quality assurance,purposes.If this product or material _ fails in perform in the accepted manner.the manufacturer will incur the expense of such testing and the Al IF may immediately revoke,modify,or suspend the um.of such product or material within their jurisdiction. ' RRR reserves the right to revoke this occeptmwe,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 coda. This product is approved as desordbcd herein,and bus been designed to comply with the Florida Building Cade,including the Vigor Velocity Hurricane%one.- . • DFSCRIrI'ION:Series 14HR:710"Aluminum Horreonial Rating Window-L.M.I. APPROVAL DOCUMENT;Drawing No.4127-10,titled"Alum.Ilorizimal Roller Window,Impam!', sheds 1 through 11 of 11.dated 02128106,with revision F dated 05114115,prepared by manufacturer,signed and scaled 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 Scotian, MISSILE IMPACT RATING:large evil Small Missile Impact Remittent. LABELING:hash unit shall bear n permanent label with the mantdacturcrs man;or logo,city,slat., model/series,and Following statement:"Minnd•Dadc Comity Product Control Approved",unless uthcnvisu noted herein. RENEWAL of this NOA shall be considered after a ronowal application has heart filed and them has been no change in the applicable building code negatively affecting the performance of Ibis product. TERMINATION of this NOA will occur after the expiration data or if there Ins 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 mnoval of NOA. ADVERTISEMENT:The NOA number preceded by the wands Miami-Dodo County,Florida,and followed by the expiration dale may be misplayed in advertising literature. If any portion of the NOA is displayed,than it shall be done in its entirely. INSPECTION:A copy of Ibis entire NOA shall be pmvid d to the user by the umnufoolumr or its dlsldbotars and droll be ovail ibie for inspection at the job site at the request of tho Ilullding Official. 'Ibis NOA revises aitit mnews NOAN 11-1114.04 mod consists of this pogo I and evidence Inge$I,1 and 1712,as well as approval document mcnti-ati above. The submitted docunicatot'mn was reviewed by Manuel Pere;P.F. NOA No.15-0519.09 M I°toecouNn Faplrallon Dale:Uectmber2t,2021 euswt 7/21/rJ ApprovalUate:July092015 / Vogt I j �! 2,C1/7 R9,813RT QG Vs ems , ��44, C N � M �111 A 33020 FILE cop i PUl Industries iNOTICEOFACCEFFANCE: EVIDENCESUBMITTEU A. DRAWINCS 1. Manufacturer's die drawings and sections. (So6odm d under NOA's No.07-0815.09 and 06-0405.06) 2. Drawing No.4127-10,titled"Alum,llorizontril Roller Window,Impact",sheets 1 through I I of 11,doled 02/29106,with revision F dated 05/14115,prepared by manufacturer,signed and scaled by Anthony Lynn Miller,P.E. B. TESTS I. Test reports on;11 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 XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc„Test Report No.FTL•5330,dated 07118/07,signed and scaled by Carlos S.Rionda,P.E. (Sabmilled under NOA No.07-0815.09) 2. TO reports on;1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressurc'1'cst,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 Prgssure Loading per FBC.TAS 203.94 6)Forced Entry Test,per FBC 2411.3.2,1,TAS 202-94 along mitt marked-up drawings and installation diagram ofan XOX aluminum horizontal sliding window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No.FT1.4858,dated 03/08/06,signed and scaled by Edmundo Largacspada, P.A. (Subnrllml antler NOA No.06-0405.06) 3. 'rest reports on:1)Air Infiltration Tat,per FBC,TAS 202-94 2)Uniform Static Air pressure Test,Loading per FBC TAS 202-94 3)WadcrResislauce Tcst,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'1'at,per FBC 2411.3.1 L TAS 202.94 along with marked-up drawings and installation diagram of an XOX aluminum horizontal sliding window,prepared by Fenestration Tailing laboratory,Inc.,Test Report No.FT1,4959,doled 03108/06,signed.and scaled by Fdmundo Largaespoda, A.A. (SobmNled under NVA No.06-0405.06) (((/// trooactComrol mbar NUA No.I5-0519.09 6rpinllon Dot¢:Pecember21,2021 Approval Porte;July 092015 A l 1 e i'(:T Industries NOTICE OF ACCEPTANCE:EVIDFNCE SUBMITTED C. CALCULATIONS 1. Anchor verificatioti calculations and structural analysis;complying with FHC-5'5 Edition(2014).dated 05114/15,prepared by manufacturer,signed and sealed by Anthony Lynn Miller,P.E. 2. flexing complies with ASFM E1300.09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No.14-0423.17 issued to Eastman Chemical Company(MA) for their"Salle(Clear and Color Class Interlaycrs"doled 0&19114,expiring on 05/21/16. 2. Notice of Accepinnce No.14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Rufacile&PVH Glass Interlayer"dated 0425115,expiring on 12/11/16. F. STATEMEN,5 1. Statement letter of conformance,complying with FDC-5"Cdillon(2014),dated May 16,2015,issued by manufacturer,signed and scaled by A.Lynn Miller,P.E. 2. Statcmenl letter of no financial interest,dated May I6,2015,issued by manufacture, signed uod scaled by A.Lynn Miller,P.E. 3. Laboratory compliance letter for Test Report No.FTI-5330,issued by Fenestration Testing laboratory,lac.,dated 07/18/07,signed and sealed by Carlos S.Wanda,P.E. (Submitted under NOA No.07-0813.09) 4. Laboratory compliance letter for Test Reports No_FT1-4858 and FTL-4859,issued by Fenestration'Testing Laboratory, Inc., dated 03108106,signed and sealed by P.dmundo Iargaespado,P.r (.Submitted under NOA No.06-0405.06) C. OTHERS 1. Notice ofAceeptance No.11-1114.04,issued to PUT industries for their Series "IIR-710"Aluminum Horizontal Sliding Window-1_M.i.,approved on 02116/12 and expiring on 1221/16. Men el P Y.G Product Conlrot miner NOA No.M0517.09 Eepirolima Due:Dcecmbcr21,203i Apprornl Dnlc:July 072016 F.-2 GENERAL NOTES:IMPACT HORIZONTAL ROLLER FLANGED AND INTEGRAL FIN WINDOW Al 1.GLAZING OP71ONS:(SEE DETAILS ON SHEET 2).FOR INSTALLATION ABOVE 30 FT,GLASS TYPES G THRU L MUST HAVE A TEMPERED GLASS CAP. 'KURARAY BUTACITE`" PVB INTERLAYER A.6/16'LAMI CONSISTING OF(2)LITES OF IW ANNEALED GLASS WITH A.090'PVB'WTERLAYER. or SAFLEePVB INTERLAYER BY B.5116'LAMI CONSISTING OF(1)LITE OF 1/8-ANNEALED GLASS AND(1)LITE OF 1/8'HEAT STRENGTHENED GLASS WITH A.090"'PVB'INTERLAYER. EASTMAN CHEMICAL COMPANY C.6116'LAMI CONSISTING OF(2)LITES OF 118'HEAT STRENGTHENED GLASS WITH A.D2D"PVB'INTERLAYER. D.7110'LAMA CONSISTING OF(2)LITES OF 3116-ANNEALED GLASS WITH A.M--PVB-INTERLAYER. E.7116'LANAI CONSISTING OF(1)LITE OF 311V ANNEALED GLASS AND(1)LITE OF 3110"HEAT STRENGTHENED GLASS WITH A.090"PVB'INTERLAYER. F.7118'lAlO CON9ISTINO OF(2)U1ES OF 3118'HEAT STRENGTHENED GLASS WITH A A80"VS'P INTERLAYE0. NOA DRAWING MAP SHEET G.13110'LAMI 10:(1)LITE OF II(1'OR 3H5'ANNEALED(MIN.)GLASS,611V OR 318'AIR SPACE AND 6116'LAMA GENERAL NOTES-_ I CONSISTING OF 12)UTES OF 118'ANNEALED GLASS WITH A.090"PVB'INTERLAYER. GLAZING DETAILS...........2 DESIGN PRESSURES.......3 H.13HB'LAMI IG:(11 L17E OF 116'OR 3116'ANNEALED(MIN.)GLASS.6116'0R 3r8'AIR SPACE A1446116'LAMA CONSISTING OF(1)LITE OF IM ANNEALED GLASS AND(1)LITE ELEVATION3................__.4 OF 1/8'HEAT STRENGTHENED.GLASS WITH A.090"PVB'INTERLAYER. VERT.SECTIONS..,._......5 HORIZ.SECTIONS.._......5 I.1311W LAMI 10;(1)LITE OF 116'OR 3110'ANNEALED(MIN.)GLASS.5110'CR 3l8'AIR SPACE AND 5/16'LAMI PARTS LIST.................._.6 L CONSISTING OF(2)LITES OF V8-HEAT STRENGTHENED GLASS WITH A.090"PVB'INTERLAYER. EXTRUSIONS...._.............7 CORNER DETAIL...........S J.13110'LAMI 10:(1)LITE OF 118'OR 3110'ANNEALED(MIN.)GLASS.3116'OR 114'AIR SPACE AND 7/16'LAMA ANCHORAGE..-..--.0.11 CONSISTING OF(2)LITES OF 3H6'ANNEALED GLASS WITH A.090'PVB'INTERLAYER. K.13/10'LAMI 10:(1)LITE OF va,OR 3rl6'ANNEALED(MIN.)GLASS,3116'GR 1/4'AIR SPACE AND 716"LAMI CONSISTING OF(1)LITE OF 3/10'ANNEALED GLASS AND(1)LITE OF 3/16'HEAT STRENGTHENED GLASS WITH A.090"PVB'INTERLAYER. L.13110'LAMI IS;(1)LITE OF 1/8'OR 3116'ANNEALED(MIN.)GLASS,3/10'OR IM"AIR SPACE AND 7/16'LAMI CONSISTING OF 12)LITE$OF 311W HEAT STRENGTHENED GLASS WITH A.ONr PVB'IMERLAYER. 2.CONFIGURATIONS:OX,XO,XOX • 3.DESIGN PRESSURES:(SEE TABLES,SHEET 3) nA NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300. F B.POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300. 4.ANCHORAGE:THE 331/3%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.SEE SHEETS 8 THROUGH 11 FOR ANCHORAGE DETAILS, 5.SHUTTERS ARE NOT REQUIRED. M7oUUl.'TRRVLCIAI wmr1Y�MU,IM Fbdda S.FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET. PwlJmr Code a AKfPpMt No I 0 O 1 Urtc I�1 7.REFERENCES:TEST REPORTS FTL-0858,FTL-0859 AND FTL.5330. ELCO TEXTRON NOAS pr. Q ANSIIAFBPA NOS FOR WOOD CONSTRUCTION Mian 1 mMK Cm ALUMINUM DESIGN MANUAL S.THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH VELOCITY AHURRICANE ZONE(HVHZ). \� ;��Ly LYNN r,}.....11 S.FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES G-I.SHALL HAVE A TEMPERED I.O.GLASS CAP.BOTH THE DP AND ANCHOR QUANTITY REMAIN UNCHANGED. it •;r i ryd.607(10 �•U•t" '�• )7 Irr: L.1L Ni1rIB f bMEDIfIOW N)FBCl/POATE - o'LM n.,. r13E F YD•J:� mx1e9K>,aooroarve. . GEALNOTES J1 t07 0 O %C>t•'•.,•FLpt6a!:•`f� J.R. 8Q091 D ADDEDmCMroBE7BNPEREO NOFTNOTE. P-0.DQM19>8 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 1�°�5/UN(4•,r` HaK0AU9.R 91211 V6ldb&(ter s � A L1rIb1 AA(l'9d P.e Jr. zuw .LJ. 8 RS RR710 NTS f +T1 f127-TD F P.w5em9 1 I 1 V• KURARAY SITTACIT PVBINTERLAYER 0 or 21 50 21 50 EASTLMAN CHEMICAL COMPPANY 53 12'NOM. 55 1/3"NOM. < ]EXTERIOR INTERIOR GLASS SITE GLASS BITE (ALL SECTIONS) ' 51 10,11j12 51 63,64,65 118'ANNED OR HEAT STRENGTHENED GLASS aft"ANNEALED OR HEAT STRENGTHENED GLASS .090 PVBERLAYEN O90 PVBINTERIAYER 1!8"ANNED OR HEAT STRENGTHENED GLASS 3116'ANNEALED OR HEAT STRENGTHENED GLASS 5116"NOM. 7116'LAMINATED 5/16"LAMINATED GLASS 7/16"LAMINATED GLASS 21 50 21 50 12'NOM. 1T2'NOM. 59 GLASS BRE 69 GLASS SITE 52 52 vAlfOucr L10V1sEn 86,87,68,69,70.71 72,73,74,75,76,77 ^+�Nrmatriu meTlmla. OWwwBc�x nn.v.,ronn1 o Iq 1!6'ANNEALED OR NEA75TRENGTHENE0 GlA55 3116'ANNEAlE00R MEAT 6TRENGTMENED OLASB 'tminDau 090 PVB INTERLAYER .090 PVB INTERLAYER 11W ANNEALED OR HEAT STRENGTHENED GLASS 3119'ANNEALED OR HEAT STRENGTHENED GLASS 0r j WIG*LAMINATED 7116'LAMINATED MI r& �c 5119.OR 318'AR SPACE 3116'OR 114'AIRSPACE 1!B'OR 3(16'ANNEALED OR TEMPERED GLASS Qp 1!8"o13HB"ANNEALED OR TEMPERED GLASSnp 13116"NOM, 13116"NOM, 13/16"LAMI IG GLASS W/5116"LAMI 13/18"LAMI IG GLASS W/7/16"LAMI b�:\1�9Nse••.Fq �:` `•.is:i H..E8709 Qp FOR INSTALLATION IN THE HVHZ ABOVE 30 FT,GLASS TYPES 0•L SHALL HAVE A TEMPERED I.G.GLASS CAP.BOTH THE OF AND ANCHOR QUANTITY TO REMAIN UNCHANGED. - D• 1 15 Ld LAL IV/./ib f REV166DINIEI7UYERMANLlF.1C,TUR6R 1070Teciom00YUPNE GLAZING DETAILS }�1'••, s5'nr6 v : Jl ilY/7H1 E NO OpNGE THIS SREEi !1 VltIX;E.R31115 JR- I O ADOEOlO CAPTOBE IEMFEREO rbOF'TNO1F. P.O Xtip ALUM.HORIZONTAL ROLLER WINDOW IMPACT "I'/)A7.��•` O,Y - NOXOMI:.FL�Ill� mlb6 ik— �•""' 7 '. p" ALYI EAwm`P.E fR ?/JLD6 1J 54306 Imno Full 2 •if 4TR7•f0 F P.E/6BM5 r TABLE 1. XOX(114,112,114)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 28" 38" 383/8" 48" 50518" 64' 80". 03" 84" A,B,G,H +80.0 -60.0 +60.0 -60.0 +60.0 40.0 1 +60,0 -60.0 +60.0 -60.0 +60.0 .60.0 +60.0 -60.0 +60.0 1 40,0 Q 98" A,B,G,H +60.0 -60.0 +60.0 .60.0 +60.0 .60.0 +60.0 .60.0 +60.0 -60.0 +60.0 -60.0 +58.8 -58.8 +56.2 58.2 D FORINSTALlAT10N IN 108SI8" AB,GM +60.0 •60,0 +60.0 -60.0 +60.0 17011B"" A, , + •60.0 +6.0 •60.0 +60.0 -60.0 +60,0 -60.0 +55.2 -55.2 +52.3152,3 THE HH ABOV E 30 ABG,H 80.0 .60.0 460.0 -60.0 +60.0 0. . +51.7 -517. Fr GLASS TYPES O- L SHALL HAVE A ,B,GH 60.0 60.0, +60.0 60,0 +80.0 �0.0 +80.0 60.0 +80.0 50.0 +58.5 69.6 +53.8 53.8 +50.9 -60.9 TEMPERED I.O.GLASS UP TO Ili" C,I OAP.BOTHTI�OP +60.01 60.0 ANDANCHOR QUANTITY REMAIN J K L +76.0 -75,0 UNCHANGED. TABLE 2, XOX(113,113,113)FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS W/SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE ALL HEIGHTS UP TO 63" TO887118' ABC, O,Hd +60.0 -60,0 " TO 88 7115• D E,F, . J K L +75.0 -75,0 TABLE 3. OX AND XO FLANGE OR INTEGRAL FIN WINDOWS(FLANGED SHOWN.FIN WINDOWS WI SAME DLO ARE 1"SMALLER) WINDOW GLASS WINDOW HEIGHT WIDTH TYPE 26" 1 36" 38 Sir 48" 50 618" 64" r 83' 60" A,B,G,H +75.0 -76.0 +75.0 -75,0 +76.0 75.0 +75.0 1 75.0 I +76.0 75.0 +T5.0 -75.0 +75.0 75.0 +75.0 -75.0 66, A,B,G,H +75.0 -75.0 +75.0 -75.0 +75.0 -76,0 +76.0 -76.0 +76.0 -75.0 +75.0 -75.0 +74.2 1 -14.2 +70.2 -70.2 72" A,B,G,H +75.0 -15.0 +76.0 -75.0 +76.0 -75.0 +75.0 -76.0 +76.0 .75.0 +76.0 -75.0 +69.6 -69.6 +85.2 -65.2 rnnuucrlutwsw m amVly!^D.vi1A tlp+1"ldo 74' A,B,GH +76.0 -T5.0 +75.0 -75.0 +76.0 -76.0 +75.0 -75.0 +76.0 -75.0 +75.0 -75.0 +68.1 -68.1 +63.8. -63.8 A�'p 1 o5w.oq UP TO74" O,D,E,F, +75.01 -75.0 01°"V* 20 ) I,JK L v ;'vwcr GLASS TYPES:TEST REPORT FTL-4858(XOX),FTL4869(OX&XO)AND FTL5330 A.5/16 LAMI-(11WA,,090,1/8"A) Ci.i3/f6"LAMI)G418'OR 3H6"A(MIN.),WIG"OR 3/8"AIR SPACE,5/t6"LAMI-(t/SA„090,1/8"A) B.6/16"LAMI-(1/8"A,.090,1/8"HS) H.13/16'LAMI IG-1/6'OR 3r18'A(MOJ,),6116"OR 318"AIR SPACE,6/18'LAMI-(1/6"A,.M.11WHS) C.5/16"LAMI-(1/8"HS,.090,11W HS) I. 13/16"LAMI IG-118"OR 3/16"A(MIN.),5/18"OR 31W AIRSPACE,616"LAMI-(118'1-IS,.090,1/8"HS) �iYf LYNN Rye 6,, 1". D.7/16-LAMI-(8't6"A..090,$/16"A) J.13/16'LAM)X9-t/8"OR 3/18 A(MIN,),3116"OR 114"SPACE,7116"LAM)-(3/16 A,.090,3/16"A) ,`mot, '�s�i risF'•.°T E.7116"LAMI-(3116"A,,09D,311 V HS) K.13/16"LAMI I0-110,OR 3116-A(MIN.),3118'OR 1/4"SPACE,711V LAMI-(3119A,.090,3116-HS) F.7116'LAMI-(3116"HS,.090,3116"HS) L 13/16"LAMI IG-1/6"OR 3116"A(MIN),3/16"OR 1/4"SPACE,7/161 LAMI-(3/16"HS,.090,3/16"HS) /,/�+-•�1-;-fK UK d141D F NOCN4yDE 7M9SNFE7 .. ... °"""" 1N /l 5 ` JA faTTn+ E NocNANCE1Niser T w>oTsCwaooronne DES/GNPRESSURES -c>•., sv,r. 'If nl[.or•:'Cg _ ALUM,NOR/ZONTALROLLERWINDOW,IMPACT JR YJUIf O ADOED IO GiAP jO BETEMAEgEp "JOFTNOfE. P.O.B(u�iM 1QIJn1. "anorHs.rt�a� Vhlo Sa"n rryr ... o.w..e 4 Lr${1�(En,P.e. 'K '� J•� SFnO NT$ 8 •11 4127--10 F IREI OOIN 27316' 273/6' 27316' I►- AX D40VENT 54(i/t6'MIV(.DLO FIX --. Imo•- VENT FIXED Imo--MAX S D B 6 II 110'MAX.WIDTH I.F.FRAME +'I 88 F� O 7H6'MAX WIDTH FLANGE 6"MAX WIDTH I.F.FRAME----{ AX 111 M .WIDTH FLANGE FRAME DETAIL B-XOX(1/4-1/2-1/4) DETAIL C-XOX(1/3-1/3-1/3) NOTE, 33911Li'MAX. 339116•MAX. 1.SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS. OLOFIXED C OLD VENT _ _ ___ �.MAX SEALANTOR GASKET FLANGE AT HEAD AND SILL I A FRAME FF ALL 15 573f6' I �• CONFIG. MAX. MAX. DLO ALL / I DLO ALL 16 I.F.FRAME PNOnUCI'NIiYIYLU FILED / VENTS 62'MAX. OuilJiplylny Nilh the FlaiJa ny Cods - LITES I.F.FRAME IA'api�a�xn DMu J 0 I X ALL CONFIG. 9r N5 F 1 -- --- 13 FLANGE FRAME - ... ----_------ . �•1 LYNN 73'MAX.WIDTH I.F.FRAME—� VIEW D-D ` a 74'MAX.WIDTH FIANCE FRAME (FRAME CORNER CONSTRUCTION) '"' N°•56/9J _ DETAIL A-OX OR XO �• R. 7 fJJ. N14 ro+aril F' NO fJNNOE TN195NEET !`�^I'e'• �„� S1AIE f :'•G% IoroiEuowLoar oNNE ELEVATIONS ('• "YUN1W;•J.J. 1fr»m E NO L7t4NOE INLSSHEE7 nvENICE.nD11/5 "• ALUM.HORIZONTAL ROLLER WINDOW,IMPACT JR fVJMf D NO f:HW067H/89NEhT P.O.BO%1519 r NONON;S.R'.IITJI yjjl(�.g!� �' "� °n'n"" AlNA1MkYtk,P.E. Fx 2/l L99 J.J. A?398 HR71a NTS a •i1 412710 F FES O0703 INTERIOR 37 32 35 22 39 1 22 y p ,e2 13EXTERIOR INTERIOR 21 �'�—MAX.FIXED DLO—�I MAX. T DLO MAX.WIDTH(FLANGE FRAME) EXTERIOR 19 SECTION B-B 17 (HORIZONTAL SECTION-XOX SHOWN WITH FLANGE FRAME) HEIGHT INTERIOR 17 35 32 37 39 FLANGE FRAME MAX 00 CIA �Q 15 ' MAX. FIXED DLO MAX.FD(ED DLO^( MAX.VENT DLO--- 43 MAX.WIDTH(IF.FRAME) 27 EXTERIOR SECTION A-A (HORIZONTAL SECTION-OX SHOWN WITH INTEGRAL FIN FRAME) R(24 8 22142 ��ILL 21 41 22 Fnnnl,eraevlsl:D d r�wturmm�umm Fwlm 2 uugdi gC Mc 12 248 EXTERIOR INTERIOR d nironon lk,e I 7 12 21 MruM P,um+ct 7 EXTERIORINTERIOR t„ 10 �JrOLTV 11'NN A!¢!''4'r 10 SECTION GC HEAD (VERTICAL SECTION,FLANGE FRAME) (VERTICAL SECTION,I.F.FRAME) (VERTICAL SECTION,I.F.FRAME) _ 7 L ui l.tiL BMU,6 F ND WNAUE R08 SNPG7 o ecw :r)�'• F,T •!: IuroT +xoarnNe _ SECTIONS 'SF�n„'{toNml•••'�j'; .lJ. 76M7/!1 E NO ClpXliETN15 SHEET N.`/EHiC4.R3�71D �Ti._ o No ETML9SN naepXre]n ALUM,HORIZONTAL ROLLERWINOOWIMPACT ;,!C>NAI•� ]k o► - MOMOMl9,Fl N]N L/((6!}Ner]K NR7,0 Hell $ •11 p41P7-TQ F AIYNAA��MI VF. F.N. vfaw 15. 72sw w 1 L IPET1 DWG7 REVI DESCRIPTION MAIL W-01 nim wGulml DESCRIPTION - AfAT'L FGTO I 4IO2 A FLANGEFRAMEHEAD 6063-TEAL 612237 66 GLASSI IV16'LAMI IGIIB'A IN, 3/8"AIRSPACE 5116'LAMI 1/8"A.090 PVB 118"A 2 4025 SASH STOP'STD.(ANTI LIFT CLIP) 606345 AL 612244 67 11311V LAM]10-1/8"A IN. 31B"AIR SPAM UK'LAMI 1/8'A.090PV8 1/8-HS •3 ` N8X314PH.PAN HEAD 7834AA 68 I3/16'LAMIIGllB"A IN. YS'AIRSPA05.SII6"LAMI 1IVHS,.090PVB,UB"HS 4 4053 SASH STOP ODVER SASH STOP 6063-TSAL 69 13116"LAMI 10-VIVA(MIN.),VI 6"A IR SPAM 5/1 6"LA M I 1/8"A,.090PVD U8"A 6 4136 FLANGEFRAMESU GOG3-TEAL 64136 70 13l16"LAMI10­3116"A IN.15116'AIR SPACE,5116"LAMI UB"A,.090PVB,1l8"H8 7 4137 SILLADAPTOR 6W&T6AL (A137 71 13/16"LAMIIG3/l6'A MIN. 5/16'AIRBPACB,S/l6"LAMI(118"HS„090FVE'118"HS) D 8 4131 ROLLERTRAGC 6063"T6AL 64131 72 13116"LAMI 10.118"A IN. U4"AIRSPA 7/16"LAMI Il6"A.w"VVB wltrA 10 71298 WFEPHOLECOVER POLYPROP. 71298 73 I3/16°LAM116118"A IN. V4"AIRSPA 7116"LAMI 3/16"A.090P 3116"HS 12 162G ADHESIVEOPENCSITGAM PAD 7PADI626 74 _ 13/16°LA4110, "A, llNjll4"AI[l8PA 7/l6_LAMI(3f16"Hs,:090PVB,3116"HB 13 4002 A FLANCEFRAMEJAMB 6063•T6AL 612225 75 i3116"LAMIIG3/416"A(AfIN. 3/16"AIRSPA 7/16"LAMI 3116"A,.090PVBN16'A 14 4134 GASKET FOR MAIN PRAMBSIU,JOINT 74134W/K 76 " 13116"LAMIIQ3l16"A lN, 516"AIRSPACB,NIG'LAMI 3II6°A.090PVB 3116°HS 15 1155 N8XLOW UADPN.SMS 781p A 77 " 13116"LAMIIGLI4"A QAIN. VJV AIR SPACE,7/16`LAM10/16"H9.09DPVB3/16"HS 90 1014 ISQUENFRAME i0R&VER. 3101H14AL 16 4110 0 SCREFTIADAFTOR 6063-TSAL 641100 91 1630 SaUMNCORNFR KRYW/RINOG POLYPROP. 17 40M B FIXEDMEHITNORAIL - 6063HD•T6AL C4054A 92 1631 SCREEN CORNER KEYWIOUTRINCS POLYPROP, 19 4066 WSTP,187X.230 FIN SEAL 640660 93 1073 SCtRENSPRINO ST.ST. 21 410S SASHTOP&BOTTOM RAIL 6063-TSAL 612240 91 1621 SCEEENSPLINB-,135DIA.FOAM EMPVC 22 M83 WSTP,2%X.270 DAM FIN SEAL 616830' 95 1635 SCREW SPLINE-.135DIA.HARI) EDSPVC Z3 225.1 ROLLERHOUSTNG&GUIDE 42112HD R6 SCREEN CLOTH 24 226 BRASS ROLLER WHEELS BRASS 7BRWHL2 29 4128 HORIZONTALROLLER SASH TOP GIIDE POLYPROP. 44128N 32 4006 D SASHMEE INGRAIL WAHS-TEAL 64006 2.7to--I 33 1235 WSTP.,170X.270BACK,FIN SEAL 67SI6G 35 1096 SWEEP LATCH DIECAST 71096 36 1016 NBX.625 PH.FI.SM9 7NS8 37 4126 1 ISASHSIDBRAIL 6063-T5AL 64126 2624 38 1683.1 WSTP.12"X.270BAg&PIN SEAL GIMG I082 39 7D70 BULJWEATHOWR1P.187X.275 67070K 40 LIFTRAILCOVERCAP 7407B'CL0RR 41 4139 1.F.FRAMEHEAD 6063-T6AG 64139 41 I.F.FRAME HEAD 42 4140 I,F•FRAMESILL 6W3-TEAL 64140 #4139.0083-TB 43 4141 LF.FRAOSI Q 6063•T6AL 64141 SD CdAZINOStUCYCO 1N DOW 1t99 9950R UTVALFI4T I'ItODI1LT RkYISIiO 51 1224 VINYLCLAZMOBFAD BULB HICK GTP747W i52 1225 VVIM(RAZEROBEADBULB I 6TP243K 2.784 53 4039 1 B GAZINGBAD,SI6" 6063-TSAL 1 64099E AInt *,' 4 54 4044 B GA7INGBEAD-5116'W/CAJLL)T 1163TAL AL 603 os2 55 4222 A GAZINOBEID-7/16' 60ZT5 56 985 C.CDAZINGBPAD-7J16'W/GULKIT 6063-T5AL 1 6985 I.988 ,062 59 4067 GLAZINGBEAD-13/I6' 6063.T5AL 64067 60 GLASS 5/16 LAMI IiB'A„090PVB 1/8"A 43 I.F.FRAME JAMB 011111 . / 61 51I1 LAMI 1/8"A.090PV8 1/8"HS 6414t,Oo6a-T6 `` LY.N.. 62 511V IAMI 1lW E3S.090PV8 Iff •�: orer+sr. ••,4' ,, 63 7/16"LAMI 3116"A.090PVB 3/16"A 2.it0 �1� Ro.6R705 is 64 7/16°LAMI 3/16"A.09D P 3116"HS I.F.FRAME SILL �•--: 65 " 7/IG'IAMI 3/16"H3.09uPVB 3/1G"HS 42 1t4140.e083•SB `f+' jS 'P: LM. Woo F IWCNANO£7WS)EE► ... �' �-�,\.• .,1i.�6 GF �f%. ororeumroLx)rowve PAR7SLIST FLtµttoe;•f:0;;' J.J. /di7lfr E NO CJW1ae 731f98XEe7 N,Yfmmo wm '':�iit,'•.•.••.. ��.�. ALUM.HORIZONTAL ROLLER W/NOOWIMPACT ;'/Ui•Ih1•�;•" JJt it7tYH P MDbO tb GlA66TYPE8 P.D,D4x is2V sw .—J FX Y144)D J.J. �9�OB HOKWt^U171 YGIbb D,eur )t77f0 NT$ B •11 4127.10 w, ALYIAI Atu��it P.E. F PE.I SEID! 1 .062 -+ 1.187 3.52 I A43�1 1.73 '062 O SASH STOP COVER � �3 •DB 3.DD 4 a4053,6069•TS ?.,710----� It--2.710—•� O FLANGE FRAME HEAD O FLANGE FRAME SILL O FRAME SILL ADAPTER �I- --z.7s4� 04102A,606346 04t38,8083•T6 04137,00533T8 1•�3 .002 Dfif 1'81 .oe2 13 FLANGE FRAME JAMB L. —1f---.D62 L 04002A,6063-T6 ��f7.ASt-�� I •�'1.487-� 1�7AD3+1 0�::JJ SASH STOP O HORIZ.ROLLER TRACK 17 FIXED MEETING RAIL 04025.6063•T5 #4131,6063.76 1140540,606341D76 032 2 70 J1. 7 2.26 ,� I .7_j�L .676 L t.340�•� 1.061 {�— •�� 1.OB6••i600�_LLL��.. YR0111K71WV118D 21 SASH TOP$BOTTOM RAIL 32 SASH MTG.RAIL 3T SASH SIDE RAIL 53 GLAZING B .5/15" w,nplri�ww,tnetToAa. 64133,0063-T5 MOM0063N5•T6 /N128,8083T6 H403170.6003T5 pa1J1gcb* ntt<ptcaKe/,b 1 •D514.Oq 1.097 I ( t hx ox tyl 0� 1 .050-�• '.670 k.670 .OSD-� .078 .� 1.DD0 1.088-{666�-7-L-��I GLAZING BEAD,5116" GLAZING BEAD 7/16" GLAZING BEAD 7/16" GLAZING BEAD,13116" a104W/0063•TS a4222A,8063•TS N00 0�3•T6 04087,6083•T6 (USED WI GRILL NIT) (UOED WWI/GfULL KIT) 50705 •U LU N1415 Mfg N0016WETWISUEE'7 tamtecewao0rowve EXTRUSIONS ��T•.,•. /.: e.l- tan7nt E NO CNANDE7fl199Nf#T N.Pa.9XI]NIM1 _ ,q),UM,HOR6ZONTALROLLERWINDOW,IMPACT JR IVJMI 0 NOCHANGE 710S5NEET P.O.m u _ womm�xn�+n+ v4rb4lk+on /orno llf 7 "11 �4117•10 F eutWf�17m�'�• FJC 2R6Ta J $/LaDfi 1 i 1 f • ANCHOR QUANTITIES,XOX 1/4.112414 WINDOWS TABLE 1 NOTES: GLASS TYPES A.B,C,G,FLI GLASS TYPES D,E,F.J.K,L 1.ANCHOR TYPES; ANCHOR 7YPfi 2•3,WOOD 2,CONC I.GOING 2,9,WOOD 2,CONC 1 L COW 1.114'ELCO TAPCONS 2.1f4`ELCO SS4 CRETE•FIEX 3.012 STEEL SCREWS(CIS) ESUGSTRATS 25-N0-- orT�EB I ZONES ZONESZONES I ZONE9 Q H w m H 2.GLASS TYPES: FOR INSTALLATION IN THE HVFQ ABOVE 30 WINDOW 5126 HEAD S SILL MEAD&S61 HEAD&SILL HEADBSILL H('AD68RL HEAD a SILL A.5118'LAMI-(I10'A,.000,116'A) Fi,GLASS TYPE9 G-LSHALL NAVEA v q� C.6110'LAMI-(118-0..090,118'H8) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 63.125x 36,370 14C2+1402+1 2 1+C2.1402+1 2 1.C241+C241 2 I+C2+1+C2H 2 14Cb1•C2H 2 1+C2H.02+1 2 C.5H8'LAMI•(118'HS..090.118'li6) ANCHOR QUANTITY REMAIN UNCHANGED. D.7/10'LAMI-(311W A,.000,3/10-A) 43,000 140241+02+1 3 14C2+1+02+1 31.0241402+1 31+C2N+C241 31+c2+1.C2+1 31402414C2+1 3 E.7/16-LAMI.13110'A„050,3116-HS) 00.625 140241402+1 3 I+C2+1+C241 3 1+02+1+0241 3 14C241+02+t 3 14C2+1+02+1 3 1+C2+14C241 3 F.AVIVVI V AMI-(3l16'HS.R 311 A(MI G.13l16'LAMI ICI•IV OR 3116'A(MIN.),5156'OR 316'SPACE,SltB'lAM{-015'0..000,If A) 54.0W 1.02H+C2.1 J 11.C2+14C241 3 1+02+1+02H 3 1+C2+14C2t1 31+C2+1+C241 3 1+C241+C2+1 3 H.13116'LAM)IG-116'OR 3116'A(MIN.),6116`OR 316'SPACE,5I16-LAMI-(118-A,.090.118'ITS) BO.OW t+C241tC2N 3 ItC2+I4C211 3 HC24N0b1 3 4+Cb1+Cb1 3 NC24NCbl 3 7+C1+1+C247 3 I.1311V LAMI IG-1/8'OR 3118-A(MIN.),5416`OR"'SPACE.Stiff -(118'HS,090,118-HS) J.13116'LAMI IG•116.OR WIG'A(MIN.),W16'OR 1/4-SPACE.7/16-LAMI•(3116-AABQ 3/16-A) P 83.000 1•C2+/+C2+1 3 t+C241+Cb1 3 NO2H+C2H 3 1.C241.Cbt 3 14Cb1+C2+1 3 1+C3+1.C3H 3 L 13116"LAMI 10-110'OR 3116-A(IAN),3118'OR 1 3116- 114•SPACE,7116 IAMII(3116-HS,.090,3l15'HS) 60.=x 36.370 1402+1+C2+1 2 1+0241+C2+1 2 14C241+0241 2 1+C2414C2t1 2 14C2+1402+1 2 1+C2+24C241 2 43,000 1+C2+1•C2+1314C2+14C241314C2+1+02+1314C2+14C2+131402+14C2#131+0242402413 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 50.625 1+02+1+C2+1 3 t♦C2H+C2+1 3 1+C2+1+0241 3 I+C2+1+C2+1 3 1+C2.1+C2+1 3 1+02+2+C2+1 3 DIMENSIONS,FOR WINDDW SIZES NOT SHOWN,GDTO NEXT LARGER WINDOW IN TABLE. 64.000 1+02+14C2+1 3 1+C2+1+02+1 3 t4C2+1+C241 3 1402+M2+1 3 1tC2+1+C2+1 3 14C2+2+C2+1 3 HEAD&SILL:10 ln'MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE. 80.000 1402+1+C2H 3 1.C2H+C2+1 3 1+C2+14C2+1 3 HC2+14C2+1 3 1.C2+14C2+1 3 t+C3+2+C3+1 3 25 314"MAX.FROM CO CORNERS, JAMBS; 9'MAX.FROM CORNERS AND 221n'MAX O.C. 63.000 140241402+1 3 14C2.14Cb1 3 1+CZ+14C2+1 3 1+02H4c2+1 3 1+C2+1+C241 3 1+C3+2+C3+1 3 TABLE KEY: 74.W0+38.375 14C2+2+02+1 2 1+020+02.1 2 1+C242+0241 2 1+C2+2+C2+1 2 1402.2+C2+1 2 1+C2+2+CN1 z x 0 x 48,D00 1+C2+2+C241 3 1+C2414C2+1 3 NC2.2+C2+1 3 14C2+2.C241 3 1+C2424C241 3 1.C2+2+C2N 3 14C3+A+C3+1 3 ANCHOR QUANTITY PER JAMB + 60,625 t+02+2+C2.1 3 lfC2+l+C2+1 3 1+C212+02+1 3 1+C2+24C2.1 3 1.02+2+C2.1 3 14Cb2+Cb1 3 HEAD AND SILL ANCHORQUANTITY. 64,000 1+CJ42+02t1 3 1+C2+1+Obi 3 1+C242+C2+1 3 N H C2+2+02.1 3 C2424C2+1 3 1+C3+2+Ml 3 A CLLISTS, OF(3)ANCHORS CENTERED 60.000 1+07+2♦C2+1 3 14C2+t+C2+1 3 1+C2+2+C2+1 3 14C2+2+Cb l 3 1.C2+24C2+1 3 1+03+2+C341 3 AT EACH MEETING RAIL PLUS ANCHOR AT EACH OPERABLE VENT 63.00D 1+W+2+02+1 3 1+C2.1+C2+1 31+C3+2.03+1 31+C3+24C3+1 31+02+2+02+131+0342403#1 3 PLUS(4)ANCHORSAT FIXEDSECTION. 64.000x 34.3T6 140242*02+1 2 14C2+241.2+1 2 1+02+1+02.1 2 1+02+24C2+1 2/+C2+24C2+1 2 14C2+3+C2+1 2 (121 ANCHORS TOTAL AT HEAD AND SILL 48.00D 1+C2+2+C24I 3 1+C2t2+C2+1 3 i+C2+24C2.1 3 14C242+C2+1 3 14C2+2+C2+1 3 14C3+34C3H 3 (3'MIN,O.C.ANCHOR SPACING) 60.625 14C2+2+C2+1 3 140+24132+1 3 1+02+2420 3 1+C2+24C2+1 3 14C2+2+C2+1 3 14C3+3+C3+1 3 &L - 000 1+C2+24DZ+1 6 1+C2+2+C2+1 3 1+02+2+02+1 3 1.C242+C2+1 3 14C2+2.C241 3 1+C443+C4+1 3 253/4' I+ -+{{�w MIN. 60.O00 14C112+C2.1 3 1402+2402H 3 i4p424C3+1 3 t+W+2+C3+1 3 140242402+1 3 1.C4+3+G11 3 - . HC2+2.C2+1 3 1+C2+24C2+I 3 1+03+2403+1 3 1+C3+2403+1 3 t+C2424CZ+t 3 1+C443+CA.1 3 8'REF. X 0 X '►`�' JIj PRn11CrAEVgED 106.375X 38,373 1+02+2+C2+1 2 1+C2.2+C2+1 2 1+C24b02+1 71+C243.C2.1 21+C2434Cb121402444C241 2 I -'- - �/ Pyf.o.0 Ne Flgfde o.0ml.L,& 46.OW 1+C2+34C2+1 3 1+C2+2+C2H 31.03+34C3+1 31tC3+3+C3+1 31.02+3+02+1 31+C344+C3N 3 MTG.RAIL,TYP.1 apW NO 'O 61•�z) 50.625 1+C243+C2H 3 1+02+24C2+1 3 1+C3+3+C3n J 1+03.34G341 3 1+C3+3+C3+1 3 1403+44C3+1 3 EXAMPLE CLUSTER W/CITY.OF(3)ANCHORS '"`P"°""iD"` 54.00 403+8+0341 3 1102+24C2+1 3 1+C3+3+0311 3 1.C3+3.03+1 3 t+C3.34C3+1 J 14O444+04H 3 (SHOWN IN TABLE KEY ABOVE) Ftimi „4x 60.000 110343.03+1 3 14C2+24C2+1 3 1+04+3+0441 3 1+04+3+C4+1 4 903+34C3+1 3 1404+4404+1 3 63,000 1+03+3+03+1 3 1+0741+Cbt 3 1+C443+C4+1 3 14CN34C4+1 4 1+C4+3+C4+1 3 140544+060 3 25314*MAX --II--11n TYP. 111.000x 38.370 1+C2+3+02+1 2 NC2+240241 2 i4C2N1G2H 21.C213+C'1t1 31+C2+3+Cb1 21+0244+C2r1 2 � 4B.f400 14C2+bC2*1 3 1+C2+2+02+1 3 Hd+3+G3t1 3 1+00+340+1 3 1.C2+3#M+1 3 NC3N+C3+1 31-"a`4 I� + �1� A11.YH,Y 4714.E 9'REF. 0 ll• X ......NN 1 60.525 14C243tC2t1 3 1+C2+bC2N 3 HWi3+p3+1 3 14C3.3+Cbt1 3 NC3+3+C3+1 3 1.C3M+CJ+1 3 � - x ���1:''t50LNyCr':FP�1: 64.000 1+08+3+00t1 3 14C2+Z4C241 3 Hp+3+C3+1 9 1103+3103i1 3 1403+34C3.1 3 1+C4.4+C4+1 3 + 00.000 HC913+C3t1 3 HC2+bC241 3 Nf31+bC4H 9 1+C413+C4t1 4 14C3+3+03+1 3 1+0444.C/+1 3 MTG,RAIL,TYP. ft..SCTUS _ 63.000 1.03+3+C0t1 3 1+C2+2.C2+1 3 1+C4+3.C4.1 3 ltC-4+3+C411 4 1+C4+34C4+1 3 I+C6+4+C6+1 4 EXAMPLE CLUSTER W/CITY.OF(4)ANCHORS - ce4' w4ne �R.,Rocw1NDET.Ds6.mt7' -*PP •. 7�,_ IS•i 11%: J.J.' t0177Nt E NOL.NNGET709SHEET �ax.vft+m.ftin5 �ANCHORAGESPAC/NG XOX I/4-1/2-1/4 � Ftn;.mt:<C; J.R. 1VXYlf D AOOEOIOCMTOBSTEAWEREO,W.90FTN01Y. P.o.6oXSsaJ ALUM.IIORIZpNTALROLLERWINDOWIMPACT O! Gp NDIfON9,iL N]i. V4t6Jl iTnto "`�`"" �"' w(v/IpiLSI�A,P.E FK 7/16U5 J.J. 3573N6 HR7f0 NTS B +11 �4127-16 F PF144/W i ANCHOROUANTITIES XOX 113.113.113 WINDOWS TABLES NOTES: GLASS TYPES A.B.G,H GLASS TYPES C,D,E,F.W,K.L ANCHOR TYIS 2.3.WOOD Z CONC 1,CONC 2.3,WOOD 2,CONG 1,CONC 1.ANCHOR TYPES: 65U/97RATB ZONES ZONES ZONES ZONES ZONES ZONES 1.1/4'ELCOTAPCONS 2-1/4'ELCOSS4CRETE-FLEX 3-012 STEEL SCREWS(GS) v' f9 H 2.GLASS TYPES: wplDDw SI:e MEAD 4 SILL i NEAD d 60L HEAD 6 BILL HEAD d 621 HFAD d BdL HEAD d SILL A.6116'LAMI-(116-&.090.118-A) FOR INSTALLATION IN THE HVHZ ABOVE 30 v 'r S.4/15'LAM]•(1l8'A,.090,118-HS) FT.GLASS TYPES I-L SHALL HAVE A 45.000�30.376 14C2+1tC2+1 2 1+M+14Mi1 2 NC241+C2+1 2 1+02+1+0241 2 1+C2+1+MH 2 1.C2.1+02+1 2 C.6116-LAMI-(11V H6,.090,1/8-HS) TEMPERED I.G.GLASS CAP.BOTH THE DP AND 45.Mo 1+C241+C2+1 3 1+C2+1+C2N}3 1+C20+C241 3 1+C2+HC2N 3 1+C2+1+C2+1 3 NM+14C241 3 0.1116-LAMI•(31IOr A,OB0,3116'A) ANCHOR QUANTITY REMAIN UNCHANGED, E.7116-LAMI-(3/1VA,.090,3MS'HS) 50.225 1+C2+1+C241 3 NM.1402.1 5 t4C2+t+C241 3 14CN1+C2.1 3 1+024/4M+1 3 1+02+1402+1 31 F.7/16-LAMI-(3lIVHS,.D90,3I76'HS) 64"0 14C2+1+M+1 3 NC2t1+C1N 3 1+C3N4C2+1 3 4+C2+1aM+1 3 1+02a11C20 3 14C2+14OZO 3 G.1311V LAM)IG-118'OR 3116-A(MIN.),5116'OR 3/8'SPACE,6/16'LAMI-(118'A..090,1/W A) 60,0D0 HC2+l4C2+1 3 NM+NMM C2 3 1+C2+1+C241 3 44C241+CJ41 3 1+C2+I4C2fI 3 1402+1+ H 3 H.I3M6'LAM110- Ir ORV16'A(MIN.).6/16'OR 3J'SPACE,5116'LAMI-(IIVA.M.IV HS) 63.000 1aC2ti+M41 3 NCI4t+MH 3 NC2+1tC2+1 3 NC2+t4M+1 3 14C2t14M+i 3 11p+1tC3+1 3 1,13tIV LAMI IQ.ile'OR 3(16-A(MIN.),6116.OR 3W SPACE.U14-LAM(-(118'HS,.0B0,N8'HSI J.13/16'LAMI IG•IW OR 3/16'A(MIN.),3/10'OR 114-SPACE,7116-LAMI-(3116'A,A90,3116-A) 53.125435.370 if02N1C2+1 2 ifC2fItM+1 21+C2+1+C2+1 214C2+1402+1 2 1+02414C2+1 2 14C2+1+C2f1 2 K.13116'LAMI 10.118'OR3116'A(MIN.),3I16.OR 114-SPACE,7/18'LAMI-(3118'A,.090,3116'HS) 4+ 40.000 1iC2+1+C2tl 3 1+C2t1tC2t1 31+C2+1+C2+1 3 1+0241+C2+1 3 1+C2+14Mt1 3 Ntxif+C241 3 L.13110'LAMI IG-VB'OR 3118'A IMIN.).3116'OR 114'SPACE,7M8'LAMI-(VIO'HS,.090,3/16-HS) 50.620 1.02+1+M+1 3 1+C241fC2+1 3 14C2N+C2+1 3 14C2.1+M+1 3 1+C2+1+C2NI 3 149+1402+1 3 3.WINDOW ANCHOR QUANTITIES ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 54,000 1tC2•1+C2tl 3 1+C241tC2+1 3 1+02N4CZ+1 3 1+C2+1+C2+1 3 1402+1+C241 3 1+02+1 1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,GO TO NEXT LARGER WINDOW IN TABLE. S&WO 1+C24NC2+1 3 I*C2f I#C2♦1 3 1+020+C241 3 1+C2.14M41 3 IfC2N+C2+1 3 14p+UC341 3 43.000 14C2f1+C2+1 3 14C3414C1N13 1+C2+1+C2+1 3 1+C2+1+C2+1 3 NC2414C2N 3 1+C3+NC3.1 3 HEAO&SILU 10 Ur MAX.ON EACH SIDE OF MEETING RAIL CENTERLINE / 60.DDOt 35.378 1+C2+1+C2H 2 1+C2N4C241 2 1+C2f1+C2+1 2 1+C2+1+M+1 2 1+C2+f+C2+l 2 14M+14C2+1 2 26 M4'MAIL FROM CORNERS JAM89: 9'MAX.FROM CORNERS AND 221/2'MA%.O.C. 46.0M 1402+4C241 3 1tC2+1tC2+1 3 1.p+14C2+1 3 1+C2+1+C2+1 3 1+02+14Cf+1 3 1+C2+1+C2+1 3 TABLE KEY: 50.62e 14C241+C2+1 3 1+C2+t4C211 3 1+M+1+02+1 31+C2+14C2+1 3 14C2+1+C2+1 3 14C2+14CN1 3 X O a 51.000 1+01414CI0 3 NC2N+C2+7 3 14MN.C2N 3 1+0241+M+1 3 1+C2NtMN 3 1+piNC3tt 3 1+C3N+p+1 3 -ANCHOR QUANTITY PER JAMB 6D,000 14C2+140241 3 I+C2+1tC2+1 3 I+C2+1+C2+1 3 l4C2+1+0I+1 3 14C2+1+C2+1 3 14p0+C3t1 3 HFJ10 AK0 8llL ANCHOR C JANTITIES 61000 1402414M41 3 NM+IfC7+1 3 I+C2+t+C2+1 3 1+C3+1+ca+t 3 14CUUC2+1 3 14pNt03tl 3 A CLUSTER OF(3)ANCHORS CENTERED 66.00D■3&375 14C2+1+C2+1 2 1+C24110+1 2 1+C2+1+0241 2 14C2+1+M+1 2 14C2+t+C241 2 14C2NfC2+1 2 ON EACH MEETING RAIL PLUS(1) 46.030 I+C241i=0 3 1+C2414CI+1 3 1.C2+1+C241 b 14C2.i4C2+i 3 1+02+14C2+1 3 1102N+02+1 3 ANCHOR AT EACH OPERABLE VENT 60.625 14C2+itM+1 3 1+C241IC241 3 14C2f1+C2+1 3 14C241.MN 3 1.C2+1.MH 3 141,3+14C3+1 3 PLUS(1)ANCHORS AT FIXED SECTION. 84.000 14C2414C241 3 14C2414C2t1 3 NC204C241 31402414M+1 3 1+02+14C2+1 3 1403+1*C311 3 (9)ANCHORS TOTAL AT HEAD AND SILL. 60.0DO 14C2+1+C2+1 0 1.C2+L+C2a1 3 1+C2N4C2+1 3 1+03+1403+1 3 1+C2+1+C2+1 3 1403+14C3.1 3 (3-MIN.O.C.ANCHOR SPACING) 63.000 l4C2N4C2t1 3 NM11tM+1 3 1404+p+1 3 I+C3+Nc4N 3 1iC2474CdN 3 1♦cultcat1 3 74.000t 35.375 NC2+1+C2f1 2 14C2411M+1 2 1+C2f14C2H 2 1+C2+1+02N 2 1+C2.14M+1 2 14C241+0241 2 263/4'MAX 45.000 i+C241+C2+1 3 M N G3 1+C2f1+C2N 3 14 +00241 3 1.C24C241 314C241402it 3 i4034Nt1 3 1 -- )r-3•M1N. 50.025 14C241f02+1 3 14C2+14C2f1 3 14M+14M+1 3 1.C2.1+C241 3 14C2+14C2N 3 1403t1+C3+1 3 9'REF- 1 - 54,000 1fC1t1fMN 3 f+C2+11C2+1 3 ItC2NC3 f .1 3 N N C2+1tG241 3 C24NC2N 3 44C3+14C3+1 3 �l•- X O �/T_ 60.ODO 1+02+1+MN 3 1+C241+0241 3 t+pM+C3.1 3 NC341aCN1 3 NC2N/MN 3 t.ON14C3N 3 1'+l1MUGT H9vI6rD1 wmN1'r^6 uIm U.110644 63.000 14C241+C241 3 14C241+C2+1 3 1400+03+1 3 1+CN14g41 3 1+0I+1+C2/1 3 14C3.i4C3+1 3 -IIia,SnS Code 04.000Z 3IL376 14C2+IfC2+1 2 NC2+NM+1 2 1+C2+1+C241 2 1+C2+NMi1 3 faC24NMN 2 1+C2N+C211 7 MTG.RAIL,TYP. ArctMaiu<No_ EXAMPLE CLUSTER WI QTY.OF(3)ANCHORS a°I'°°�^• J� 4e,030 t4C2+1+C2+1 3 1+C2t14C2i1 3 t+C2+t+C2+1 3 t+C24NC241 3 14c2+NC2t1 s 1+p+NGM1 a 50.625 14C2+t4M41 3 14M.1+M+1 3 l4C2+14C2+1 3 1.C24NC2+1 3 1+02+1+M.1 3 140341+p+1 3 (SHOWN IN TABLE KEY ABOVE) t0,p' kde Ymdnl lbn 64.000 N62414Ma1 3 NO2f1+M+1 3 NWNapN 3 14p+t+p.1 3 f4C2.14C241 3 14p4140341 3 SO.000 14C2+1+Mat 3 tfM+t4C2+1 3/4C3+1.C3+1 3 14C3+NC30 4 1403414M.1 3 NC3+1+C3+1 3 253/4'MAX. 63,000 1+03+14q+1 3 1+C2414M+1 3 t+p+1+C3+1 3 1+03+1*ml 4 1+03414p+1 3 444N11tCOI A 111'TYP. f -�{I!-3-MIN. 1111II IIII 56R37R 35.3761+C2+1+C2f121fC241+C24121+0241+C2+121+C2+140241314C2+14M+121+M1NC2t12 -+---1- f---1 ��`011(•.,,••„!„1l ' 48.000 HC2N4MN 3 1+M414M.1 314MN4MH 3 NC24NMH 31+C2M+C2.1 J Ngf11Ch1 3 ��F' X_ O X '`r(;1'N6f 60.628 1+O2H+M41 3 1+C241+C241 3 1+C2H402+1 3 1.M41+M+1 3 1+C2+1tM41 3 1+p+7+C3+1 3 �' -- '' a' 't;r%. y; 04.000 1fC2+1+C2+1 3 NC2+1+M 3 p p+1 1+00+ +1 3 14 +1+C3+1 3 1NO2+1402+1 3 14C341403t1 3 f Hu.68105 610DO 1tC2H M+02+1 3 1+01.1441 3 14p+1+CN1 3 14C3+14q#1 4/+C3414C3+1 3 1+C4+1404+1 4 MTG.RAIL, TYP. ' EXAMPLE CLUSTER W1 / 63.00D tipfifgfl 3 1f02+NMN 3 NC7H.p+1 3 1+C3+NpH 4 NpNfC3f1 3 14CgM4gf1 4 OTY.OF(4)ANCHORS ;?r..• 'S A31% I' •;-�� 2.41a &14n6 F NOCNM'OSTHISSHEEi - ANCHORAGE SPACING,XOX 1134/3.113 "``<'•Fa>r1� �'c ION RONNOLOGYDPNC %\�'•••...:r.�•" Ck JJ tm7m E- NocHANDe7f5s5rrEEr rr.vernce,7.xtm ALUM.HORiZONTALROLLERW/NDOWIMPACT 'nS�OhlAL�'��'' JJL 84G7f p D IOCAP TO BE TEUPEREO .3oF7ND16 RO.epp%%u21 rI' In 110%01819.RN1Tt VpJ6D'pater V+,u,U AIYNNA1RlER P.F. 32av6 Jd 32208 NR7r0 NT5 9 +1! •41T7-f0 F 1.EA 04rW i 4 I ANCHOR QUANTITIES,XO&OX WINDOWS TABLE 6 NOTES: GLASS TYPES A,B,G,H GLASS TYPES C,O,E,F,I,J,K,L 1.ANCHOR TYPES: ANCHOR TIPE, 2.3.WOOD 2,CONC 1,CONC 2.3,WOOD 2,CONC 1,CONC 1-1/4•ELCO TAPCONS 2-114'ELCO SS4 CR9TE•FLEX 3-912 STEEL SCREWS(GS) ItSUSSTMMIE ZONES ZONES ZONES ZONES ZONES ZONES 2.GLASS TYPES: Q 1 9 pq pd 9 A 6118•LAMI-(118•A,.09D,ll8'A) D FOR INSTALLATION IN THE HVHZ ABOVE 30 WINDOW SIZE ih 17 rn W Ui N u]N Sa u��i B.Silo'LAMI•(110'0.080.118'HS) FT,GLASS TYPE6G•LSHALL HAVE y S`-d Y d S b "8 =^O > C.5718•LM11-(1(8'HS,.090,1/8'HS) TEMPERED I.G.GLASS CAP,BOTH THE DPAND 37.ODOx 3H.375 f+C2+1 2 1rC2+1 2 1+C2+1 2 1+C2s1 2 1+C2+1 2 1+C2+1 2 0.7116"A.W-.(3tt k080.3116•A) ANCHOR QUANTITY REMAININICHANGED. E.7I1B'LAMI-(3118'0..080,3116'H6) 48,000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+f 3 1+C2+1 3 1+C2+1 3 F.711V LAW-(3116•HS,.ODO,3n6'HS) 50.625 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 G.13118'LAM)IG-IV OR 3116'A(MIN.),5?16'OR 31B'SPACE,611B'LAM-018'A.D90,IV A) H.13116`LAMI 10.1/8.OA 3118•A(MIN.),5116'OR 318'SPACE,6118•LAM)-(118•A,.090,1AT'HS) 54.000 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 1+C2+1 3 I.13116•LAMI 10.118'OR 3tl VA(MIN.).6/18'OR 3/B'SPACE,6116'LAMI.018•HS„090,118-H91 60000 1*C2+1 3 1+C2+1 9 1*C3+1 3 1+C2+1 3 7+C2t1 3 1+C3+1 3 J. AM 13116•LI IG•/1B'OR 3116-A(MIN,),3116.OR 1/4•SPACE.7A0-LAM.018•A,.090,3118'A) K.13118•LAMI IG-1lB'OR 3118'A(MIN.),3116.ON 114'SPACE,7/10'LAW•(3/16'&.090,3116-HS) bp63000 1+C2+1 3 1+C2+1 3 IZ3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 L 13116'LAMI 1G-118'OR 311V A(MIN.),3116-OR 114-SPACE.WIT LAMI•(3116-HS,.O90,3)18'HS) 48.000 x 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 3 WINDOW ANCHOR QUANTIT158 ARE PER ADJACENT TABLE AND BASED ON THE FOLLOWING 4B.000 1+02+1 3 1+C2+1 3 1+C2+1 3 1+02+1 3 1+02+1 3 1+02+1 3 DIMENSIONS.FOR WINDOW SIZES NOT SHOWN,00 TO NEXT LARGER WINDOW IN TABLE. 50.625 1+02+1 3 1 1+C2+1 3 14C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 HEAD 6 SILL:1011T MAX.ON EACH SIDE OF MEETING RAIL CENTERUNE, 54.000 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+03+1 3 1B 314'MAX.FROM CORNERS, 60.000 1+03+1 3 1+C2+1 3 1+03+1 3 1+C3+1 3 1+02+1 3 1+03+1 3 JAMBS: W MAX.FROM CORNERS AND 221rr MAX.O.C. 63,000 1+C3+1 3 1rC2+1 3 1+C3+1 3 1+C3+1 3 1+C2+1 3 1+C3+1 3 TABLE KEY: O X 63.125 X 38.375 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+C2+1 2 1+02+1 2 f27c-3+2-5-1 ANCHOR QVANTITY PER JAMB 48.0W 1+C2+1 3 1+C2+1 3 1+C3+1 3 1+C2+1 3 1+C2+1 3 1+C3+1 3 50.625 1+C2+1 3 1+C2+1 3 1403+1 3 1+C2+f 3 1+C2+1 3 1+03+1 3 HEAD ANo BILL ANCHOR QUANTmEs A CLUSTER OF(3)AN 54.000 1+C3+1 3 1+C2+1 3 1+C3+1 3 1+C3+1 3 t+C2+1 3 1+03+1 3 CENTERED ON THE MEETING RAIL 60.000 1+C3+1 4 1+C2+1 3 1+C3+1 3 1+C3+1 4 1+C2+1 3 1+C3+1 3 PLUS(2)ANCHORS AT OPERABLE 63.000 1+C3+1 4 1+C3t1 3 1+C4+1 3 1+C3+1 4 1+C3+1 3 1+C4+1 3 VENTANDFOTAIED SECTION.N ANCHORS TOTA4 AT HEAD AND SILL. 60.000x 38.375 1+C2*1 3 1+C2+1 2 2+C2+2 2 1+C2+1 3 1+C2+1 2 2+C2+2 2 48.000 1+C2+1 3 1+C2+1 3 2+C3+2 3 1+C2+1 3 t+C2+1 3 2+C3+2 3 (3-MIN.O,C.ANCHOR SPACING) 50.625 1+C3+1 3 1+C2+1 3 2+C3+2 3 1+C3*1 3 1+C2+1 3 2+C3+2 3 F—H83/4'MO. 54.000 1403+1 4 1+C2+1 3 2+C3+2 3 1+C30 4 1+C2+1 3 2+C3+2 3 f -rj)+0•MIN. 60.000 1+C3+1 4 1+03+1 3 2+C4+2 4 1+C3+1 4 1+C3+1 3 2+C9+2 4 1— '4'-I-- 63.000 1+C3+1 4 1+C3+1 3 2+04+2 4 1+C3+1 4 1+03+1 3 2+C4+2 4 e•RT�x O 68,000x 38.375 2+C2+2 3 1+02+1 2 2tC2r2 9 2+C2+2 3 1+C2*1 2 2+C2+2 3 ( -~ 1'xooUL'rwtUh9W 48.000 2+C242 4 1*C2N 3 2+C3r2 3 2+C2+2 4 7+C2+1 3 2+C3r2 3 MTG. nneM,wn�ewl5-O 1 pq 5Q625 2+C3+2 4 1+C2+1 3 2+C3+2 3 2+C3+2 4 1+C2+1 3 2+03+2 3 EXAMPLE CLUSTER W/QTY.OF(3)ANCHORS L6�'rnm"D"` 20SI 54.000 2+C3+2 4 7*C2�1 3 2+C3+2I 4 2+03*2 4 1+C2+1 3 2+03+2 4 (SHOWN IN TABLE KEY ABOVE) Miun �st'ioJocl ma"I/1� ZPA 60,000 2+C3+2 4 1*C3«1 3 2+G4+2 4 2*C3+2 4 1+C3+1 3 Z+GL42 4 CCCCJJJJ 63,0D0 1+03+1 4 7+C3+1 3 2+C4+2 4 2+C3+2 4 1+C3+1 3 2+C4+2 4 B 314 MAX. 1 112'TYP. 74.000x 38.375 2+C2+2 3 2+02+2 2 2+C2+2 3 2+C2+2 3 2+C2+2 2 2+02+2 3 L h-3"MIN. 111'1 48.000 2+03+2 4 2+02+2 3 2+03+2 4 2+03+2 4 2+C2+2 3 2+03+2 4 1"--rl +"L"- ` �iy UT1N 50.625 2+03+2 4 2+C2+2 3 2+C3+2 4 2+C3+2 4 2+C2+2 3 2+q+2 4 X�'�L_�-'-�_ M�i'"oC1dy(•••''f'�f'% 54,000 2+5+2 1 2+03+2 3 2+C4+2 4 2+C3+2 4 2+03+2 3 2+C4+2 4 •'- MTG.RAIL 60,000 2+C9+2 4 1+C3+7 3 2+C9+2 4 2+C3+2 5 2+gt2 3 2+CA+2 4 63.ODD 2+C3+2 4 f+C3+1 3 2+C4+2 4 2+C4+2 5 2+C3+2 4 2+C4+2 5 EXAMPLE CLUSTER W/OTY.OF(4)ANCHORS l-Id 6�11/16 F NO pMIlDFTN/S SHEET ()�:''' 7tA C '5,:�U 7070 iecnt101oG'7oRxe AANCHORAGE SPACING OXAND XO WINDOWS ,�ti4 �.Lo1uur;..`1Cj J.L 10R/n1 H ND CNANOE 7H/98NFEr N,VEMiu.mu» Ar LUM.HORIZONTAL ROLLER WINDOW IMPACT !)NAk.L�%'* JJt fiml 0 ADDED 10 CAPTOSE T&VPEREO +30FrN0fE, P.D.box Im AlriJ��ILIk"m „rr R0 ammn w74 Vmbb Jkt4x 1cv7t0 JyTS f0 •i1 4127.10 f P.E.044704 F-K maw IJJ. 30441D. I Y I�,314'MIN.E.D.TYP, NOTES: MIN.3.6 KSI I —2z WOOD BUCK, 1.FOR CONCRETE APPLICATIONS N'1 MIAMI-DAOE COUNTY,USE ONLY MIAMI•DADE COUNTY APPROVED ti4•ELCO CONCRETE I1'MIN.EDGE NOTE 13/B' TAPCONS EMBEDED 1318'MIN.OR114-SS4 CRETE•FLEXEMSEDED 1314-MIN..MINIMUM DISTANCE FROM 1 MIN. ANCHOR TO CONCRETE EDGE IS 1 3M'. FLATHEAD ANCHORS MUST BEp12 TRIMFIT HEAD. NOTE 1 '" 1x WOOD ---r .__�r` `�)�'� 2.FOR WOOD APPLICATIONS IN MIAMI•DADE COUNTY,USE 012 STEEL SCREWS(G5)OR 114-SS4 CRETE-FLEX WITH BUCK, 012TRIMFITHEAD. NOTE — 3.WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1.ARE BUCKS WHOSE TOTAL THICKNESS IS LESS 11A' It, © THAN 1 1R'.,x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE OR MAX. MAK CMU.WOOD BUCKS DEPICTED AS 2.ARE 112'THICK OR GREATER.INSTALLATION TO THE SUBSTRATE OF bHIM SHIM WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION. CONCRETE WOOD ANCHOR, ANCHOR, 4,FOR ATTACHMENT TO ALUMINUM:THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6083-T5 AND A MINIMUM NOTE1 DETAILA NOTE2 DETAILS OF 11B'THICK THE ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE "`" `'"''L WINDOW FRAME SIMILAR TO THAT SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS.THE ANCHOR SHALL BEA Y TYPICAL FLANGE FRAME HEAD SECTIONS 02 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM.IF THESE CRYTEHIAARE MET,THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ANCHOR TYPE 2 MAY BE USED. 114' MAX, S.MATERIALS,INCLUDING BUT NOT LIMITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER SHIM 3 114'MAX.SHIM Fes— 1 114'MIN. DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE. 11 1 (1SKSICMU) OR 2.112'MIN.EMBEDMENT v PER NOTE 1 (3A"I CONCRETE) WOOD CONCRETE I � z ANCHOR,' ANCHOR, NOTE 2 NOTE 1 •'t.. 12114' ��,LLL,,,EXTERIOR INTERIOR _ •MIN.EDGE MIN.E.D(H A 6 SILL DETAILS B,C,D, B H) — TYP. 2x WOOD BUCK,NOTE 9 1x WOOD BUCK,NOTE 3 SEE NAILING DETAIL E DETAIL F. INTERIOR _ =`wa MIN.EDGE _ (JAMB DETAILSJLSE,F B I) TYPICAL FLANGE FRAME JAMB SECTIONS EXTERIOR &W MIN. CONCRETE WOOD ANCHOR, DETAIL H (HEAD) R, ANCHOR, NOTE 1 NOTE 2 NAILING .131 DIA,MIN.x 212'NAIL AT CORNERS AND S•O.C. fRnMlCf 1Wlsrn TYPICAL DETAILS G.H b 1. *snm+dY�au+mweTMes netlyneeb4e MAX, MAX. . j _[SHIM (SEE- ,_ ..�_..�[_!E'MIN,EDGE xT Deaevloact • _ NAILING ••N�E1 — j-- 137 MIN. M1•.•. .` .• ill II1II 1314'MIN. —_ - 2-12'MIN. SEE NAILING ��� NY LYNN 1, rry� .D, . •. _.... ... O (� MIN,3.4 K9 E TYP i'M wsc IN.6bGE -�`.-v`S.y J'`: U CONCRETE 2x WOOD e '=��- — � e '••.E}+`%; DETAIL BUCK, DETAIL 2-12'PAN.EMBED `'.�.. NOTE 3 DETAIL G.(SILL) DETAIL I(JAMB) - Nn.5B1r.5 TYPICAL FLANGE FRAME SILL SECTIONS TYPICAL INTEGRAL FIN FRAME SECTIONS '•o'. .TT w.w. j'�'.• sih1V L.AL W4116 F �oxaEcrorrroNALBucKNorbrolKcxuor:cuu ANCNORAGEDETAILS e4mtEcw+aocr oanrEP�T F'• copws 'V� u' 1NfmT E HOCHANOEJMSWIEBI KVENKER0eL6 ALUM.HORIZONTAL ROLLER WINDOW,IMPACT 1R &mj D NOCHANOETWISHU p PE. / r 67-- No ws9,'��Nv. VO1My B<fM AIYNl�1�� FX. YL600 J.J. 3?341Y NRYIO Hall 11 •11 4127--10 F Rueeml y "e A i