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HomeMy WebLinkAboutProduct Approval (2) ED JUN .?. 3 Po1c MIAMI-D1ADE PERi:rITTagG MIAMI-DADE COUNTY ® St. LLCie County, FL PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE NOA www.mismidade.gov/economy PGT Industries 1070 Technology Drive North Venice,PL 34275 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami—Dade County Product Control Section(In Miami—Dade County) and/or the AHJ(in areas other than Miami—Dade County) reserve the right 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 "AW-7.40"Aluminum Awning Window-L.M.I. APPROVAL DOCUMENT: Drawing No. MD-AW740LM, titled "Awning Window Details - LM & SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, 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 othenvise 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#12-1218.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.15-0519.11 MIAMWADE COUNTY Expiration Date: April 11,2018 Approval Date: July 16 2015 1 Page 1 PGT Indushies NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under previous NOA No. 12-1218.07) 2. Drawing No. MD-AW740LM,titled"Awning Window Details—LM& SM", sheets 1 through 10 of 10, dated 08/08/12,with revision A dated 05/15/15, signed and sealed by Anthony Lynn Miller,P.E. B. TESTS 1. Test reports on: 1)Air Infiltration Test,per FBC, TAS 202-94 2)Uniform Static Air Pressure Test, Loading per FBC,TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5) Cyclic Wind Pressure_Loading per FBC,TAS 203-94 6)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked-up drawings and installation diagram of a series CA740P aluminum projected(awning)window,prepared by Fenestration Testing Laboratory, Inc. Test Report No. FTL-7061, dated 10/03/12,signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA No. 12-1218.07) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), dated 05/16/15,prepared by manufacturer, signed and sealed by Anthony Lynn Miller, P.E. 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(EER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America,Inc.for their "Kuraray Butacite®PVB Glass Interlayer dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,Inc.for their "Kuraray SentryGlas® (Clear and White) Glass Interlayers"dated 06/25/15, expiring on 07/04/18. Manue Pere E. Product Control E ner NOA No. 15-0519.11 Expiration Date: April 11,2018 Approval Date: July 16 2015 E-1 PGT Industries NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5'h Edition (2014), dated May 16,2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. 2. Statement letter of no financial interest, dated May 16, 2015, issued by manufacturer, signed and sealed by Anthony Lynn Miller,P.E. G. OTHERS 1. Notice of Acceptance No. 12-1218.07,issued to PGT Industries for their Series"AW- 740"Aluminum Awning Window-L.M.I." approved on 04/11/13 and expiring on 04/11/18. Malfuel P'01 e ,P.E. Product Control Pxyniiner NOA No.l - 519.11 Expiration Date: April 11,2018 Approval Date: July 16 2015. E-2 6ne'INaNATED i/18'IAWNAIED�( I-� GENERAL NOTES:SERIES 740 DESIGN PRESSURE RATING IMPACTRATING (µ1L5ssTAa ® cusssrAa I I VARIES. RATED FOR LARGE&SMALL "DIX'BDTAatE VYB -09T 5G�eY N➢UMY IMPACT-RESISTANT AWNING WINDOW SEESHEETS59 MISSILE IMPACT RESISTANCE VSAHra'A1ED .rtOtBAaAY yty-�o mmckDI� DVSs AMERICA.NC 01155 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO 1rrARw:AIEo 3ltsavHEA1EO GTnss COMPLY WITH THE REQUIREMENTS OF THE FLORIDA 80'WIDTH axteRioR �' aLA30 EE BUILDING CODE,INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).FOR INSULATED GLASS 63'VISIBLE LIGHT WIDTH(DLO) INSTALLATIONS ABOVE 37 IN THE HVHZ,THE OUTBOARD NOANCHORPAIR 3S tma•GlAee elre 35 1ms•atAss etre LITE(CAP)MUST TEMPERED. REDO IF WINDOW S 2)SHUTTERS ARE NOT REQUIRED WHEN USED IN 27-71W WIDE OR LESS B,SEE 1T'MNL FOR UNITS 3 3 TALL WIND-BORNE DEBRIS REGIONS. (HEAD'SILL) r—�5HEET2 OVER39'SE4' I OTHERWISE4'MAX 32 3)FOR MASONRY APPLICATIONS IN MWMI-DARE COUNTY, USE ONLY MIAMI-DADE COUNTY APPROVED MASONRY GLASS TYPE 1 GLASS TYPES 2 ANCHORS.MATERIALS USED FOR ANCHOR EVALUATIONS I WERE SOUTHERN PINE,ASTM C90 CONCRETE MASONRY Ila-Hou— UNITS AND CONCRETE WITH MW.KSI PER ANCHOR TYPE, Duss srnac ana'tNNaTeo SEE TABLE 3,SHEET 4. __----------__._ __.__. 39' tR'A,wul4ID 4)ALL WOOD BUCKS LESS THAN I.IQ'THICK ARE TO BE / / HEIGHT GtA43 CONSIDERED IX INSTALLATIONS.IXWOOD BUCKS ARE / A.SEE 7nrAUTSPArF maeuTArnefire OPTIONAL IF UNIT IS INSTALLED DIRECTLYTO / \ SHEET 32• Va-ANreA _ aYXwurur SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE 7-7? VISIBLE TFAmt9tED GIAee AADIaCA¢1G THICKOR GREATER,7X AND 2X BUCKS(WHEN USED) / / I \ LIGHT 38 SHALLBE DESIGNEDTO PROPERLYTRANSFER LOADS 19'MAX. HEIGHT Gss TO THE STRUCTURE.WOOD BUCK DESIGN AND O.C. / \ (DLO) Etl�oR V.—f INSTALLATION IS THE RESPONSIBILITY OF THE J__L ENGINEER OR ARCHITECT OF RECORD. 31 futa•cussene 9 6)ANCHOREMBEOMEHETO STUCCTERUILSHALLBE q•MAI( BEYOND WALL DRESSING OR STUCCO.USE ANCHORS OF 31 50 SUFFICIENT EMBEDMENT AS SPECIFIES ON TABLE 3, SHEEP 4.R NARROW RAMS.INSTALLATION S ON A ON ALL FOUR re M B 4'MNC 32 CORNERSOF THE FRAME.INSTALLATION ANC HORS 23'MA%B, USE ANCHOR PAIR FOR UNITS SHOULD BE SEALED.OVERALL SEALWGIFLASHING OVER 27.71W WIDE MEAD&SILL) GLASS TYPES 3&4 STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE GONE BY OTHERS AND IS BEYOND THE SCOPE TYP.ELEVATION OF AWNING WINDOWGLASSire xaa _Tna•uwH4TED OF THESE INSTRUCTIONS 0TACX GW^S STAG! B)SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION yta'AemFe,m GU5,5 WHERE THE PRODUCT IS NOT FLUSH TO THE TABLE 1: tN•NRBVACE SUBSTRATE.USE SHIMS CAPABLE OF TRANSFERRING 3Ha•ANNEAIfD A sd'9YXv,—Y APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE Glass Types Sheet it OfITEMPERFDGtASa AME—A.¢ SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED 30 Mta'AWIFALEDGLA55 ONTHEM BY THE WINDOW. 1 J511V Leml(118'An-.090'PVB-118'An) 6 cxfeNoa 7)DESIGN PRESSURES: 2 7118'Laid 18'An-.OBD'SG-3118'An) 8 a --�A.NEGATIVE DESIGN LOADS BASED ON STRUCTURAL 3 7/8'Leml.IG(118'An-7/18'Alf-118'An-.OBD'PVB-118'An) 7 31 f ntc aL.tss end TEST PRESSURE,FRAME ANALYSISAND GLASS PER q 718'Lend.IG(118'T-711 B'Air-718'An-.SBO'PVB-118'An) 8 3 ASTMEI3W- 6 7!8'LBmL IG(3118'An-1/4'AU-3116'An-.090'SG-3118'An) B B.PC SRNE DESIGN LOADS BASED ON WATERTEST 8 718'Ln IG 11WT-1N'AIT-WIG-An-.090'SG-3116'An B PRESSURE,STRUCTURAL TEST PRESSURE,FRAME 31 5p AN AND GLASS PERASTMETWO. PVB'=BUTACR VB BY KURARAY AMERICA,INC. 32 PRODUCT RBVISID SENTRYOLAS°BY KURARAY AMERICA,INC. m—pi5in¢tvithtla Florida 8)THE ANCHORAGE METHODS SHOWN HAVE BEEN GLASS TYPES 5&8 mnam¢arae Aacep i.nd-Ame 1'1.2 DESIGNEDTORESISTTHEWIN SSURE.CORRESPONDING 1111111 P im onD )% TO THE REQUIRED DESIGN PRESSURE THE 33-1139L ��t NY LYN,V Air RevsN Br: Gale: Rerialon B: ' STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN \���SNU-.•- 411(! 1i Dy ti ala OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR ttGENS 6P�� MLtnu adc GENERAL NOTES__._...................-1 P�;'• R WAS USED FOR THE EVALUATION OF ANCHORS INTO ELEVATON,......_._...�..._--..1 Rew,ee sr Dalc ae.;.a:aaw WOOD.ANCHORS THAT COME INTO CONTACTWRH GLAZING OETNLS-.._.__-�.._.1 No.58705 •i4 LM 5/15/15 6TH EDITION(2011) OTHER DISSIMILAR MA7EHIALS SHALL MEET THE INSTALLATION...�..._.......�._.2 � � - FBC UPDATE Oroen� REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR ASSEMBLY TUBE DETAILS_.....-...3T_�75V. Mu6pUan.' CORROSION RESISTANCE ANCHOR SPECIFICATIONS............4 .� `/uf :�; GENERAL NOTES&ELEVATION J ROSOWSKI ANCHOR G)REFERENCES.TEST REPORTS FTL-7081.3578,3580, DESIGN PRESSURES.._.�...........�6-8 ���•' pTA[OF .-aCV�., 107D TECHNOLOGY DRNE elle: Dale 3724;ELCO ULTRACON NOA:ELCO CRETEFLEX NDA; ASSEMBLY OETAILSR30M__-�..10 ��t•••�uRIDP.••'G\�`� N.VENICE,FL 34275gWNING WINDOW DETAILS-LM&SM 08/08/12 ANSUAF&PA NDS FOR WOOD CONSTRUCTION AND ADM �,,�S/�N �N`� P.O.BOX 1528 ALUMINUM DESIGN MANUAL >,„IIIA11Ltt11t �` NOKOMIS,FL 34279 senea/Hoeet Smle: SoeeF. Oro,nng No. Rw: A LYWI MILER PE CERT OF NIM 129296 AW-740 NTS 1 OF 10 MD- Olt A PFJ 59TD5 21 INSTALLATION INSTALLATION EDGE INSTALLATION OPTION 1 {�— —� EDGEDISTANCE OPTION 4 DISTANCE OPTION 2 INSTALLATION ANCHORS INSTALLATION ANCHORS INSTALLATION ANCHORS IWO 2X WOOD. CONCRETE/CMU DIRECTLY INTO MASONRY. DIRECTLY INTOMETAL. AS REQUIRED PER ERANCHOR TABLE 3,SHEET 4 O EMBEDMENT PREQUIREMENT BUCK WIDTH — i 1/4'MAX 16 10 TE.EMBEDME.ANCHORNT SHIM 4 TYPE,EMBEDMENT AND EDGE 80 gg 13 DISTANCE PER 8 12 83 W12 STEEL FOR SNUBBER 24 SUBSTRATE,SEE 32 33 18 SELF-0RRLINO REQUIREMENTS,SEE 1 SMS,SEETABLE TABLE4,SHEET4. 82 4 TABLE 3,SHEET 4. 3.SHEET 4. O 3 80 ♦ 0 EDGE 87 DADEAPPROVED I I gq I I MuuION,_LU UM. 35-37 8 DISTANCE ATTACHED TO I I A TTACHED STEEL FRAMINGOR Q VENT SILL 8 ATTACHED TO STEELSTUD.ATTACHED TO - 3837 FRAME SILL 1 73 ]PRAMEJAMB EMBEDMENT 1 3 ?2 * 70 5 VISIBLEUGHTWIDTH(OLD) B EXTERIOR JAMB 81 ATTACHED TO OPTIONAL ADDON HARDWARE 12 VENTJAMB WINDOWWIOIN FLANGE®HEAD, WINDOW SILL BJAMBS HORIZONTAL SECTION A-A HEIGHT 11 SEE DETAIL _ 22 Al.BELOW NOTES-.BUCK NOTES: VISIBLE LIGHT FORMULA$ HEIGHT ATTACHED TO FRAME6 1)USE ONLY SUBSTRATE-APPROPRIATE C MBIN nONUING HEIGHT. WINDOW COMBINATION UNRS, HfIGHT:WINDOW HEIGHT-7 10 ANCHORS LISTED ON TABLE 3,SHEET 4. //\ //` I W MAX ANCHORS MAY NEEDTO SE VISIBLE JAMB / ADDITIONAL INSTALLATION LIGHT Q FOLLOW EMBEDMENT AND EDGE HEIGHT DISTANCE LIMITS.ANY INSTALLATION INSTALLED (DLO) ATTACHED TO OPTION SHOWN MAY BE USED ON ANY / ` / / \ T WINDOW FRAMES AT THE FRAME JAMB SIDE OF THE WW DOW. I FROM EACH AT IPM AIL 14 FROM EACH 510E E THE FRAME ASSATTACHED 2)ALL WOOD BUCKS LESS THAN I-i? �Y I / / \ SEE TABLE BELOTUBEW.CE INF ATTAMEJAMBr © -TO FRAME THICK ARE TO BE CONSIDERED IX - ---- I ,/�` SEE TABLE BELOW: FRAME JAMB L Q 89 JAMB INSTALLATIONS.IX WOOD BUCKS ARE 10'MA)L `'' knUc M1 A9chpm Requhe0 w e h 0PTIONAL.UNIT MAY BE INSTALLED SMe aflhe Frnme Assanery TI6e FAT) ATTACHED Ir DIRECTLYTO SUBSTRATE WOOD BUCKS L— SEE DETAIL A2.BELOW TO VENT I OEPICTED AS 2X ARE 1-1/r TMCKOR Wlidh Anchor Type JAMS L GREATER.1X AND 2%BUCKS(WHEN USED) LL Wlah 82 I SHALL BE DESIGNED TO PROPERLY 'a 17'-22.B' 0 0 TRANSFER LOADS TO THE STRUCTURE _ _ 23'-25.9' 0 1 38 39 83 WO BUCK DESIGN AND INSTALLATION 2BY 1 1 IS THE RESPONSIBILITY OF THE ENGINEER AMAw Ty 17 OR ARCHITECT OF RECORD.MAXIMUM u Height A B,C 6 D 16 SHIM THICKNESS TO BE I/4'. 21 17'-229' 0 0 EXTERIOR 82 DETAIL Al DETAIL p 23-25.8• D 1 PRODUCT REVISED Q A2 5 S 2B's 1 1 mmmplylug With lln Flmidn 8 88 acidpiwM*15-0519•I//,I,�� 1 IXWOOD \1 /7 ReHrc4 BY: Dole: ge:,slon a Bxpimllvn Dule (J./18 19 84 BUCKSTRIPSEE NOTE 2, , `��T,I LYNN Afp7 /7i� Dy THIS SHEET. DY�•' '• .CFR M'P�__ �`�.�TCENSE Revises By: Dore: ReY i A TYP.ANCHOR TYPE, 1/4'MAX SHIM '. REV.ROTO SCREWS EMBEDMENT AND EDGE —7- •q,: 110,58708 LM 5!15115 Dm.n By DISTANCE PERE – SEETABLE3,SHEET4. CRUE EMBEDMENT Vc .w- GENERAL NOTES&ELEVATION J ROSOWSKI PER NANCHOR •• j T OF 1070 TECHNOLOGY DRIVE Tlb: Po1n' INSTALLATION OPTION 3 RE°umeMENr• "- ' , UeC`''••FLOR10?:•\aCD\• N VENICE. BOX 1529 75 AWNING WINDOW DETAILS-LM&SM 08/08!12 INSTALLATION ANCHORS THROUGH VERTICAL SECTION B-B �.S.S(ON��`•`` NOKOMIS,FL 34274 germs/y��.l; Scnb: SneeC 1X BUCKSTR�INTO MASONRY. ANYNy PE to CERT,OF AMH.829296 AW-740 NTS 2 OF 10 A AWNING(X) AWNING/AWNING(XX) AWNING/CASEMENT!FIXED CASEMENT(XXO) PROmUCTRBEVISED Brae� ISI / waiem¢cvV FIGURE I: ig,SEE NOTE 7,THIS SHEET �1 P.*Pfmllm Dalet5' 7�I� ]h, C FIGURE /T AWNINGS/r / Mian !l 1 WINDOW / B9 FRAME WINDOW D .:_. ASSEMBLYJ— HEIGNT // 1 // 1 / / 1 TUBE FRAME ASSEMBLY TUBE NOTES: F 10',SEENOTET, D LLJ Q ^ THIS SHEET DIMENSNSIONSIONS REAL AREVTDUAL W L V 740 SERIES DIMENSIONSFOREACH RE WNDL = / —CASEMENT—+ WINDOW.FOR SIZES NOT SHOWN, co JO I WINDOW 1- A WINDOW �/ ROUND UP TO THE NEXT AVAILABLE TT) WIDTH f f ' W7 DTH OR HEIGHT DIMENSION SHOWN = 740 �E ONTHETABLE. SERIES FRAME SERIES W 1 AWNING ASSEMBLY AWNING FRAME 2)ANY 740•SEPJES PRODUCT c L] WINDOW TUBE WINDOW �E ASSE BLY�� (CASEMENT,AWNING OR FIXED 0 00 CASEMENT)MAY BE ATTACHED TOTHE Z J o / FRAME ASSEMBLY TUBE FOR ALL Q O `740 SERIES WINDOWS,USE THE WINDOWS NOA 2 = ¢ J � F00ID WINDOW FOR ANCHORAGE.SIZEANDDESIGN 0 LLrJ LL PRESSURE LIMITATIONS �,0 0 (n - 0 Z W J 2 CO 3)ALL WINDOWS IN THE COMBINATION m Q N 740 SERIES 'SEE PRODUCTS NOA FOR UNIT MUST BE ABLE TO INDIVIDUALLY N AWNING EXTERIOR INSTALLATION SPECS COMPLYWITH THE REQUIREMENTS OF h 111 WINDOW F'I /% \ / % ` THEIR RESPECTIVE N- WINDOW J �j _6Z v 4)FRAME ASSEMBLY TUBE TO BE - 0p m 740 SERIES 740 SERIES FASTENED TO WINDOW.AS SHOW IN 8 �O Q _ AWNING CASE DETAILS.WITH MIN.R12 X 1•SHEET Z FOR SINGLE UNITS: VYNDOW WINDOW MENT SPACINMETAL CREWS.ANTUSE THES THE Y OPPOSITE FRAMND MEMBER. R.THE TT) < 3 O 1)DETERMINE YOUR WINDOW SIZE MIN.012X 1'SMS THROUGH OPPOSITE FRAMEMEMBER. LU Q 0 _� AND GLASS. INSTALLATION HOLES FRAME MBLY 5)THE FRAME ASSEMBLYTUBE MAY k J .-0 2 LU z7 2)HNOWINGYOURANCHORTYPE n EMILY TUBE NA&T'FLANGED WINDOW)OR BE EXCEED 62-IN LENGTH(AS ED AND SUBSTRATE,DETERMINE YOURANCHOR GROUP FROM MIN.N 12% USED IN TEE OR CROSS J�' 's LL. FQ m TABLE 3,SHEET 4. MIN. X 1.SMS CONFIGURATIONS. 1'SMS 740 SERIES THROUGH 3 FROM SHEETS 6-9,FIND THE THROUGH CASEMENT INSTALLATION 5)THE FRAME ASSEMBLYTUSE IS NOT INSTALLATION WINDOW' HOLES REQUIRED TO BE CLIPPED TO THE SHEET FOR YOUR GLASS TYPE HOLES SUBSTRATE.ALL EXTERIOR JOINTS TO FIND THE PRODUCTS DESIGN 740 SERIES 790 SERIES BE SEALED By INSTALLER PRESSURE FROM THE TABLE FRAME LABELED DESlGNPRESSUAE AWNING EXTERIOR ASSEMBLY AWWING �^� WINDOW WINDOW 740 SERIES 7)FORALL COMBINATION UNITS, wm a (PSq FOR SINGLE WINDOWS,ALL TUBE FIXED ANCHOR GROUPS' IXTERIOR EXTERIOR CASEMENT MAY NEED ADDITIONAL ANCHORS w MAY NEED TO BE IN 0 0 4 DIMENSIONS SHOWN ARE HORIZONTAL SECTION C-0 a a WIHBOW THROUGH THE WINDOW FRAMES AT olai 10'MAX.FROM EACH SIDE OF THE WINDOW.FOR SIZES NOT SHOWN, FRAME ASSEMBLY TUBE CENTERLINE ROUND UP TO THE NEXT FOR EACH WINDOW IN A VERTICALLY OR HORIZONTALLY COMBINED ASSEMBLY: VERTICAL SECTION O-D VERTICAL SECTION E-E SEETABLEBELOW: AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE 1 DETERMINE EACH INDIVIDUAL WINDOW TYPE,SIZE AND GLASS"EUP,SEE FIGURES 182,THIS SHEET.DETERMINE YOUR ANCHOR GROUP FROM TABLE 3,SHEET4. AdCllonel Anchors Reg111e0...h �L1L LYNN IIT TABLES. ) SI4edIAe Reme MsemD Tube(FAT) ONy•......•.k/(/ 2)FROM SHEETS S9,FIND THE SHEET FOR YOUR GLASS TYPE Wmd- And.TYOe ��� \,,\GENS•'-.FR 5)USING THE TABLE LABELED LL Widh A B,CSD SWNDOWANCHORSREQUIRED' 3)FIND THE DESIGN PRESSURE FROM-THE TABLES LABELED'DESIGN PRESSURE(PSF)FOR WINDOWS ATTACHED TO A VERTICAL FRAMEASSEMSLYTUBE-OR-DESIGN a 17•.22.8 0 0 �: No.55705 jT (TABLE 2,SHEET 4),DETERMINE PRESSURE(PSF)FOR WINDOWS ATTACHED TO A HORIZONTAL FRAMEASSEMBLY TUBE; DEPENDING ON WHICH WAY THE FRAME ASSEMBLYTUBE IS ORIENTATED.THIS 2 23'-25.8 0 1 - THE NUMBER OFANCHORS MUST BE DONE FOR EACH WINDOW IN THE ASSEMBLY.AND THE LOWEST DESIGN PRESSURE APPLIES TO THE ENTIRE ASSEMBLY.DIMENSIONS SHOWN ARE WINDOW.FOR j - NEEDED IN THE HEAD,SILLAND SIZES NOT SHOWN,ROUNDUP TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION SHOWN ON THE TABLES. 2V- 1 1 %V•'.� /�IS; - JAMBS OF YOUR WINDOW. LL W d. Anda Type 'T STATE OF :•N/� 4)USING THE TABLE LABELED WINDOWANCHORS REQUIRED-(TABLE 2,SHEET 4),DETERMINE THE NUMBER OF ANCHORS NEEDED IN THE HEAD,SRL AND JAMBS OF Hdah! A B,CaD -�,1�•'.,2 17'-229' 0 0 �� B)INSTALL AS PER THE YOUR WINDOW. •r(ORLDI;:- z. INSTRUCTIONS ON SHEET '���CLCS/ ' C�. 5)INSTALLASPER THE INSTRUCTIONS ON SHEETS 2-3.NOTE THAT ADDITIONAL ANCHORS THROUGH THE WNDOWFRAME INTO THE SUBSTRATE MAYBE REQUIRED(SEE 41 Z3-'25.9- 0 1 SHEET 2),AND THAT MIN.®12X1'ANCHORS ARE TO BE USED THROUGH THE FRAME INTO THE FRAME ASSEMBLYTUBE(SEE DETAILS ON THIS SHEET). 20'• 1 1 A.LYNn waEkbF. vFimTw a g o a $m wndw Hata(m) p p m > mix g za a '9 � v y $ w e re � y� � P• sa vn N� :m +• pg a; a C� Oa� m asiTFa.m vfi�� oa���� e��3mee �a�3 S rN y y 41y Ny Op9 NVNV NV NV N_ I Nv yNc Q N 3 N N N 3 N Z FFFC••• E _ — _ _ ru _ —u D > m y m.- c N w 3 D D Z �3 $ �'�8� '9fiNFcN$_Bi��fisfiyNE S � N NN.N Nim Cp sme m�9?m �Pg' mP�m�S „s_� Psm $ mm ' 6 xRaA�Rga��7R�mfi7_�mR$a;'a3m���m� a ��xN Na Nm3 �mN'+N»•;L �.S Lm Lmm L^@k�C•�Em'£'��a; aNm Nm Nm N.IN�N NNN pNm �m� ZNN Ny NN Na NaN NNNNNapg �d '9°la;Rysy+PN@�J�@ON�yaa N@@�@@@��np ZNm N.iNm Nm Nm Nm NNDp �wm . Nct �m� n it Z N NNNmtl� NaN p°� N �'a'PAAP�ray`{u,'WJYu=ja�o•'03�`L�mPSttYd� � ON PNu Nogm m m •�i ° ° A � Na$w N � y KKKm Kiii Km ii Z B�� Z Na m m o m m m o o m m m �'o �• a'^ IT N q o S p O D n D D � Nma yi °B d m y y S m q mA �_ p yA pp InA p 3 0 O p� O NOS 2 C g" a m <y m y Km iy C A m pS = 2 m mA ZZ yy Z m TT yyA S2 ?Oo pa . mm O x p0 O T111 O x pA Zy AO O +a aaaP aNaN AN 7$ O g yZ 3; m A o 0 myN N Ny g p-y1 py Ty N N z Z�3 y Z�S F aam am+N PN+NAND Sy F gvv ypy ppm Pfli f`nyC � m A ��` Oln y. rp .1mal D y� P nD o Nm�y p N p a m p ToOp. i m }}riri o g _ «D Fz n mp go yo> 9� ., v _ o •Frz � F �° Am o F m Aog o oR m Na _ Nmq m za z •ny OA r p2 z z m z mN N N D n mmm ~ S� 5y° p Oa`tt oo eA z 3 = s P f 1 y T �Fai?{5 p p gx"• O / O T � _ z � ° m T 14, O°7� Om o x3 g --4 It N..� FenseO dy: pa ia: Fevisian A L MILLER 5115/15 CHANGE ALUM.THICKNESS e c D.vma ey: Dale: o§ �c yam, �x J ROSOWSKI 08/08/12 65 a _ •p x c y y:E = ANCHOR TYPE AND QUANTITY e '"��•:T.,,,� a m•` 1070 TECHNOLOGY DRIVE VII, 2 M •• N.VENICE.FL 34275 AWNING WINDOW DETAILS -LM&SM 'O 2 .•'�'�` P.O.BOX 7529 f ••• y NOKONIS,FL 34274 Series/NoOel: Snie: Snaet: Orvminy No. Ra. �ijr �FER f.FRT.0 4VfH.829296 AW-740 NTS 4 OF 10 MD-AW740LM A W FOR GLASS TYPES: TABLE 5: PRODUCTREVISED ft ol,q„p,„,°,D,gEr61�„W,d,„,,ABaan,rc p. 1)5!16"LAMI(118AN-.090°PVB-118AN) „t npty;ea, °new, WYWpn WNn 'PHB'-BUTACITEOM BY KURARAY AMERICA,INC. Aaap-Na Z�J'0.S�QI•Y� uMu2T 2 Iwir 2T-TIB• "I• 3S x 3r 46 61118• BP plali nDde �� um 2r +]a-w +7a-w 47d-w +id-W •m.m .]d.w ow-W •]d-w .Ta-w .]OFT 261910 .m.w M-w Na-Ww-w Hd•60 •ml-w .la-w .m.w .701-MN w D7 W .TOAw Na-w +m•w •mm +m-W 1W +m-W +THAW •]991.1 .m-71.2 Mivlti Jade PtDOat[ e0e'C •m-m .m-w .m.w •m-w .m-w .-W .maR2 •m.779F4FOR & EESI .m-w +ia-w +-.6 .Mel •m•7" •m.7- 4FOR 6r wa-w +m-W .m•00 •ma2J .Td-T6.4 .W-71e .7a-70.t HEIGHT ANCHOR Bt ria.W -70AW •rd•816 •7a-762 +m- 4 .AWA HEIGHT WCHOR w .m-m •me7.2 .Td nA N.WJ •1.M4 II 1 LOCATIONS W Q 7i AND 7P .W-w .70E 848 •m-712 .0 WIN 'r+l QUANTITIES. _ x •m-w .]a-ew +79.70.8 WwTH (/) J O w � r' TABLES: Z Z 06 go Dnlp0Pm4va(p,gq Wabsa•ANOM01ae VeNcd Flinn N4mtlT Tina wTMos WAID 10'MNL 1I FRAME SEE SHEETS a 4 = O m wd4r2S ri1a10 27-1/0 JOJN• JS 34' x 40 ta1/B' W I ASS LY ANCHORFORMOW c V Artb Arab Arob ArcIV Mb Aab Heb IgE ANCHOR LL Awbmalp Aalnr coop AroM.Gmy Grow Gnw soup DmtD Getp G919 Gaw LOCATIONS AND J O QUANTITIES.SEE Z W N A B C D A B C\D A CBD B M M AO All M AN m WINDOW SHEET3FORANY Q. urdO Tr .iwW +1ai0 +WiO .7- .iaAO Hdw •mm .I- .ma0 .1990 4]990 .TafD .m-W +Iww +mi0 •]d-w HEIGHT ADDITIONAL ri1910 .7wa0 .79E0 •Wa0 ria-w •ma0 •1a-W +ma0 .law .1di0 •7ai0 .ib-m +ma0 •m-w +Ia-w +ld-w +m-W ANCHORS W p (n p0 .rde99•m•10D +iai0 +]9-W .Td-lA] •Wap .THAW .mW +Ta-w +7da0 .WiO -MM .W-W +mip .idet.t.m-Its ADDRIONAL REQUIRED FOR � CD o F- LOa6' .lJsB M-913 .WaO .m-m .191.4 +WaD •19-00 •'WBD +Wait .19-00 •T9a0 .]dap +Wa9.2.79.71.2 VID�N ANQ10R THE FRAME t- C NZ W •46B.S .4459 +mel] +79-W .Id1.8 .70401.2 17d-w •7dw.m-710•]ddB.b+Iaa17.]ONbB•W-T4.J 41 IF REQ A�aEMBLY NBE - CG O ar Nd6.7 ./au .7bd8T.meJ.e ./Apa •W-na •map •]also na-n aaev•]a-TDA.Wa6.e.maat $ 8 o NQ W Z cn IX 0. VO W p Z (D E �� oyLu C pQ TABLE 7: J o 8❑ a=Q DnipPmsm 04 bW sAKKhWto\Hb0pr0eIF98aAnmby➢Oa Witlw WIaO FRAME W f�D' 261580 2N? w814• Y x 3T' IC SNIB• 6b HEiGHT! ASSEMBLY Lbn Abb Aa HEIGHT TUBE Omp Gam Aab Gblp AM Goap A Owup A I cG Aab Gap Abb GRAp An.AwClbp '1� �ANd y AU AC\D B A.C60 B A,CaD B A B 080 A B C\D A B C\D A B C D } IO MAIC•mi0 .]tla0 •moo .m92.4 •Wa0 •me53 +ma0 .]9a0.e .7bi0 +Itl-TlJ •1tli0 w9-]8J •Id87 •]b-00 +IJS •Idl.] +7aiD M816 +IdS.e •itlM] •TawNdaO •7UNmom +IdaD .fe19 •7di0 •T9.w .IdBb .WaO .W9D •lett .]aetz .map a9a ADORW 32• +ma0 +79a0 •ma0 •7900 +TOFBD .1990 +m•W 17MM .TbaO +ma0 .79410.itle28+ma1t +Tb-m +19-]78 4161 .ia4t1 11!40 4144 +79.713•mJ1.2 Wgt�W ANCHOR60810 .Twig •7990 +ma0 +79ip +map +7aa0 +m-W +7wa0 •Wa22.T9e93+M402.7007.9.m-774*7wi79 WIDTH (4L IF REO. - w +701M .Wap Off 65+ma8.5+19a17•?WM.7•7a]06+79-12.6+m 1•7a-743.W-]4.0 of•]0/a0 •]990 +7tle2J+M-1+W-7¢4+m.m..7w4&6+79-Tab+W-mt-4ml•W-70.1 6r .map 4TWU.7b-713.W.TBJ.7tl-]J.4.mn.4 •Am.4 ./41.44 FOR.mals adi].4 +l4O] .1403 •WIA md! SEE TIONS AND QUANTITIES. WINDOW ANCHOR 76• .AIiO .m•G.6•]aaa3 ./46 .146 LOCATIONS AND QUANTITIES.BEE SHEETIYNN 3 FOR ANY ADDRIONALANCHORS a• •m-m 4maA.m-1919 REQUIRED FOR THE FRAME ASSEMBLY ����''1�CENSF•'•.FQ TUBE lY NG.587D5 :pO SAE0 �- )SEE SKEET d FOR ADDITIONAL SAMPLECOtn URATIONS. yyr Ael¢.xx,PE` 21 SEE SHEET 4 FOR SNUBBER REOUWEMENTS. PFJ68w5 FOR GLASS TYPES: TABLE& �RODIULT REVISED O onpAPmauolPB7aB9yewboas,AnArclara9lw 2)7/18"LAMI(3/18°AN-.090'SG-3/18"AN) pty�aelalmBmrlDl+a. w9mAWNw3r 4C BuaaNBwa° 911 INx2S 2AI.Ir 27.7m3}14• 32• N sstre• ec 5O'=SENTRY('LAS%YKURARAY AMERICA,INC. I�ponDab Ib utiv2N .=-ta0 r90,430 •40.130 440.130 •m-tai 40.IX rm.t]0 •m-130 •40.130 -W-IM2S111B' 4=400 4=-130 49x430 r=-130 4=430 .=-IM .=•130 .=-130 r=-13G .90100 1 BY F r=-130 .=-130 4 Im .=-130 r=-130 r=.190 4=-,30 .=.130 4=-t. 4=422.2 L ML�xI .acP ua 604'C SEE SHEETS 1 •=-130 +W430 .=430 .=430 •=-Im .=.130 .=.130 424.130 BP 4=400 em-130 •=-,30 •m-130 +W-IW .24-130 'W"30 8 4 FOR 4=.130 •=*im .=-,.m +W4w W.I.. 4m•12B.B M�D�OTW ANCHOR 6r 4=-130 .W- r=.130 .=-130 . 410 •Bd-13D LOCATIONS 7? .40.130 .40.130 •=-130 •=•190 .=-170 AND Il.l m •=-130 •=.130 •=-m •=.130 �WINDOW� QUANTITIES. S lN• r=-I3o .etl-I>0 W W y F¢ TABLE W. Z Z 4i8 0 Dn4,1Pm•v0(q.0 b WAawsAtlshdb•Vemcd Fnne N.emtl1 TWo W VCA, 10•MAX I-II ILS FRAME SEESHEETW = •I O m Wer2J 2MUIr. 27-740• 3 r Y 34• 3r 4B' 61u8• _ I I AS, FOR VINOR c V 1 ANCHOR 1. Arctw Grnq AnrorawF Anror amw A1°A° A.W An up AOoro]aew 7rF6' aero. Artro7 TUBE LOCATIONSAND ^z J .0 Gm, Gm, a w Gr p anP QUANTITIES.SEE Z $m A B 0 O MR C1D A,C4D B All M 0.C6o B AC40 B A0 N Ai WINDOW SHEET3FORANY (L a 5i T�ZL W 4mm •7440 .7d-20 .m-W ./490 .7dm +4040 ME m40 •mm .m-W MOD HEIGHT ADDITIONAL O N+mmNa40 .74-20mm .m.w •lam •m. •mm ANCHORS t-.=99.9.m-103 clam •mm .mm .74m .1a-90 4Td-80 •mm 4mm rm-e0 .mm .7 Nom rmm 4lam '}� ADDITIONAL REQUIRED FOR �j 00 W uI-•W rmm .70'40 NOMAS .mm •4040 .4040 rmm rmm •mm Nam , ANCHOR THE FRHMEWIDTH IFREQ C•ls06 .1-059 Na M.7 •70Fm 1.2 rmm Nam .7.7 8 •mm .mm •mm Nxm rmm Rd96.1 ASSEMBLY TUBE. y O Q HlVi1 .l47A Nam.7 Na Bl.61.3 rid-90 .7aW •TOFl2 rmm rmm Ndm emA46 4mm .mdt.3 $ CO ❑ WZ EL ..n .€a Z o� TABLE 10: I � J F $❑ Q DeIpA Pnsfae fAafjb WOiY 4NIYM01o4Naemm F¢mepaeo47 Toe L -ma FRAME 44rr 1Mr21.2}1116• 2NI� 905,4• Y 9P V. 46' }}140' Bp WINDOW -ASSEMBLY pN A1NM Art Mr Antl,a HEIGHT TUBE OMry OmW anN ArtivaaD A WGMq ArcOxGroup Amh.0nw AmO w NCMa v Artt10rGIDUP 1hNn y Al Al AD A.CiD B &CAU B A.G&Q B A B CAD A B ego A B CAD A B C D 10•x' M�Oa2J rmm .7x40 +ram -mm •m52A •4090 •70M50 •4040 Name .Ttlm Na-143 Ntlm.m-]B3 Nsni .Ta-23 .,4A •141.7 •mm Nffi6 .11U .1-.7 .lam 0,x� C 2}1116 +ww Na40 .lam •4040 Nam •4090 Nam .mm .701. Ntl54 .m-® Nam *E 6 Nam 440-W Hb B.6 Nam rmm •lb1.a Na91.2 Nam Ndm m N u 3T .mm .7x40 4T0'm +4040 .Tam +mm Nam .4040 .ram .ram •4040 +mm •mm .lam 47440 a=im .Tam Na90 •40962 .PAI 470140 anm IOW, A�NCiO u�" •?o c .G.w +m.40Nam +7490 •mm Nam .mm Nam 4mm rm40 Nam mm Nam .mm .lam WIDTH .lam 'I (4),IF RC-0. 60• +m40 .Tam Nam .mm Nam rmm .Tam +40.20 .701= #T- •mm .tam ��o.z S FJ- 4mm 4701= Nam .4040 Nam rm-W Nam .mm .7am Nam •ram Nam # 6r •m-m Nam Nam rmm amm •mm Nam rm-m Nam SEE SHEETS 184 FOR WINDOWANCHOR 7 12 .m-00 +7040 Nam rmm Nom .MMD •m40 LOCATIONS AND QUANTITIES.SEE SHEET LYNN 7i >6• :mw Nam 4Ta40 •4040 .mm 3 FOR ANY ADDITIONAL ANCHORS ���\��•�..•.••....M/!Y e4• .m90 •Tam NamREQUIRED FOR THE FRAME ASSEMBLY N�;' �10ENSF TUBE. :• NO.58705 '. 7T7 x3 IS TE F (4 CCSS ftORIOP.-;G` NOTES: '77�ANAL�;,• 1)SEESHEEP4 FOR ADDITIONAL SAMPLE CONFIGURATIONS. S�.lCYNN LAY kpm 2)SEE SHEET 4 FORSNUBBER REQUIREMENTS. PFJ 63)03 TABLE ii: FOR GLASS TYPES:IxlgnPre.laa IpBlo,Bw•w.da.•,MArch taap 3)7/6°I.AMI.IG:(1/6"AN-7H PRODUCTREVISED 6°AIR-1l6°AN-,090"PVB-1/8"AN) t„,,,ayiq ishm.Flwiea WIq"•WIWr -M'-BLITACITE91VE1 BY KURARAY AMERICA,INC. B"Ila'ng Lt2aa 1n4n2J 201101101 - W.a4' u N JT' 4? 6}tAl' OP Asap. No ��•�)' n -23' •M-90 Na-W Ha-m •T01-w •101-W .m.w Na-w nOFw M. .m.. B.Pirnl nn Dak Q(7-Ip 2SINlw +mw .Ta-W .1%00 •TOF60 *m-W .MW .10FW .Ta.w .TOFm •TN-m I Ry L M' ' PwaNer 32 Na-W •Ta•W .Ta-W NOFm m.Ito .TN-m •TW.w .T01- 1ad1.2 •Taral SEE 3HEET57 60aJ +t01-m •704w •NAw .r01-w •R'-w +la•w •Ta.w •Ta4 014 FOR eJ •r0/-m •TW-W •70l•w •7010119 •m4a0 •m1l.T .roaes WEIGWWDOW �Q w' +TOam -w .Naw •ma47&41.5w47&41.5Ta s . -nb 'W-7t.9 HEIGHTHT ANCHOR LI' •T01- 4=-WD .mm •TadlD •7a-1013 0W.M3 •M.711 LOCATIONS T2 .la-w •TalaB •Ta•Td4 •ia•TL1 •F w.t -I-I I AND W m +101-m ITalae +Ta-ns •!-Bae 1 �WINDOW� QUANTITIES. _ .Ta.02.5 •701-17 STH (n o Lu `2 W F g TABLE 12: Z Z r; Dalpl Pmuun(pGtr WItO1w•MNDW to a VetlkD F-AlramNT Tuber�1 Iw MAX FRAME Wo O Wna SEE SHEETS 7 6 d O mIvtiv2J 2610111' 2F 7W 30 V 32 0+• 3T 4B' 611IJ ea I ASSEMBLY ANCHOR OW c V LL Anelnr GnAp ArtMlYaq Meta Groq � ATOM AnNa ApAa Aw1v A1ela Arola 7�E LOCATIONS AND £ O O Grop w1P Gm C-p Grog G1ap Drop QUANTITIES.SEE Z w J T:r AW D A B Cab ACaD B All Al M All al NI Al WNDOW SHEET3FORANY d ¢ N` -2J Na4 +law Nam •lam Na-W Ham .Ta-w ME Na.6o •iaEo NOlao .lam .TaaO HN-W I, "T ADDITIONAL lA N lLLLL-11 26ta1B' +TOImm Nam .Tam Nam .To'.m .lam .Ttlm .lam .T6'4 •Tam •TOaW .Ttlm .ram Nam ANCHORS .- `- 37 +TW49.9m Nam+Ta•TB.T +AI00 .7 am .mm +Tam •r0'-00 N V-0W Nam •WM •Tam-Nf T +Ta-TS1 I I ADDITIONAL REQUIRED FOR � CD W p u F- COMB' +14.3m Naw .IeIA +Alm Nam •Tam Nalae +TO'-W .ia4 .Tam •lam •Ta4 �I WINDOW I ANg1NR THE FRAME � O � N Z 1.1 •la-m HS19 •Ta11.2 +la-W Nam +Ttl-1018•TalaO•410101.Tall.]•TOFTa2 "--""'x•"11 WIDTH II���- (41 IF REO' ASSEMBLYNBE In 4 00 O 0.7.=4SO N4a3 .Ta-77.3 .mm .mm .r0'-r2 .Ta'lU.Talfb Na-lls.4.719 8 d N p Y co Z_ W p Z UT 1 0 TABLE 13: 8 m� .Y J q 2' W 2 beibn PltaTaB asON WIIDn.TAAI1MW Io1Ha0a4a1 FgmaAtlanN]Tbe � 7 �p FQ 'R W-Wla1 FRAME JWM. T2!'2S151V 2)d1C 30314• Y N 3P 4C l'St11• w' WMDOW ASSEMBLYHEIGHT �b Arota A¢ml A WGMp hmw(lM Ar4AaGropApMrGmap ArtbDrop ArtroTOwp ArclaGrop HTGmW OwP1PN N M ACaD B ACaD B ACaD B A B CSD A B Cao A B CaD A B C D!m .Tam Nam +AMw.I .Ta-00 .-a •AFw NaAOB Nam.70101013 Nam .701.763 Nba7 +lam Nm Nll.] #m-w N o - Na�MT NamamlamNam .7014Nam •'MmNamTallAlm •lam +AWA •7014Namlba64 •lam Ndl.e .70111.2 •Tam •Tamamm01 .Tam .Tam Nam .TDIm .Tam •]am Hao Nam +TYm Nam .101420+iwte.1 Nam Na•77.0 .m, •1011012 •1449 HSI +71Y-N.1 Na-MA NDOW I ANCHOR w"rY 014Nam .7a4 +TOl4 Nam •Tam •Tam +Tam •Tam •ram .mm •Tam +Alm Hao •Tam WW7H � (4),IFREQ.aw •7014 Nam+TtllaB•NI4B.B NblaB NW8£B+70111.7 Nall1•AI-rat Nadal+TV-N2 hw .7014 •70'4 T(Y 1d+M454.4.7014th+10181.6 Nait6 Na ns•NI.11.�NadtO+ra-Ttbam .7014 .10113.6.7014013•r0l-N.3.7a-163+A M.70141.2 Na-712SEE SHEETS 7 84 FOR WNOOWANCHORIDDM7.1 *I TA LOCATIONS AND QUANTITES.SEE SHEET014•Nrd6b+Ta-n2 •IS6s .7666 w• •lam .7014101.701421 3 REQUIRED FORTHEFRA EASSE ,I.O,.•-•••-•.,(( REQUIRED FOR THE FRAME ASSEMBLY ��1.•I,tCENSF'•.���i TUBE. •' No.58705 �N•'� 7 !p IS,:•4f� C-'..'OLORD"- G\�� j SEE SHEET 4FOR ADDITIONAL SAMPLE CONFIGURATIONS. ']f L NNI Au"ItA'vE``` 2)SEE SHEET FOR SNUBBER REQUIREMENTS. PE161Tw FOR GLASS TYPES: TABLE 14: PRODUCTRRVIS C�Pnswo(pOtrBhgleNttlwu,AOARbuaw 4)718"LAMI.IG:(1/8'T-7118"AIR-1f8°AN-.090'PVB-1f8"AN) Al 6Ip1y;Agwnnu.Flmfde Whid0lr 051011 •PVW.BUTACITE®PVB BY KURARAY AMERICA,INC. Ouilding Cade Acrgdonm.N01 •b51 .�) a 2r ]b1915 27-Mw o 4• 1 34• 3r I 4r will' w. L44p1alim Dole �$ uffir23' +mm •mm .mm .T.w •moo .70/40 +mm .mm +mm .7&40 DY 2S1MIS +mw 4mm 4mm +1.7& .moo .moo +7&40 •moo +7&m +mm 1 Mlxm ade emQotr 3P .lam .mm •moo •moo 4mm .moo +mm +moo .moo +7&81.2 L SEESHEETSI 608/6' •mm +mm .moo .mw -mw +7&m +mm •7&4&5 a4FOR w0/ +mw •7&m .mw •mw +mm .7&m +7&446 WINDOW or .moo .mw .mm 4mm .moo +moat 4m' .9 HEIGHT ANCHOR Q wr +10/0 +7.w .7&m .7&47 +7&416 .mnt r2' .7.7& .moo .mZi .m-70 .m-14.0 LOCATIONS LL( R .70/40 •mw .m4ae •m-r4 I AND e4' .7a4D +7&40 •mane wl QUANTITIES. � y W C w } z° TABLE 15: Z Z 11e•1p�P m(p"U W9ilC.eMWM m•VMlcel Flame Ass-j Te 10•MA1L-+{ I� FRAME z 4❑ ASSFI.®LY m When W W TUBE U atll42T 26-ta1S 2l-116• 30v1• 3Y M' it 40/ 6}tfb' e0• LL AWIv A.- A Act NCM A - Amlot WINDOW :w O � � O ArcM4 cmw AncAmdOw Am1oTDTaq CreiR Dmw Gmw Gmw AWMr Drag Gmw G-p xE1GHf Z o" J .. A B C D A B CaD AC.D 8 N A6 m All A,GaD B M A0 w Q 0/p ad.Tra• .mw .law .ro.W +lam .moo .lam .law aaw .tam .r0/-W .raw .moo •70/.05 .7owo •moo •lam a 2S1eD6' +mm T. .taw +law +Taw .moo .ram ITaw .T.7& •10/05 .]0/.m .Taw •mw .10/80 .moo .7&40 •Tam WDIDOW A�IICHOITIR�L rq or •m49.D +70/-TD.w .7&.W +7&w .m-m •row .ram .m-W .]0/w •mw .lam .ra4g .mw .Taw .mw .mm 77-1 � w� � (41.IF REa � � W 0 �F Wd6• .149.3 .-1 .7&.m Naw H-01.4 •Tam .Tam +TaW .7a4a6 •MW +70/-m •law •ram .]x480 •mdt4 .. r ..m j t°"�Z m' .r3e.w .tale .]a44.r •mw e131.e •mate +law .r0/-W +77&-Tae •law +mm •Taw +7&41.9 SEE SHEETS 7a4 FOR WINDOW 8 $p (p O W' .A66.1 Hate •mm1 .1.496 •m" •70/-n0/ •law 47&-W a.tt .ram .mw •70/0.1 •m-78L ANCHOR LOCATIONS AND OVANTRIES. rn SEE SHEET 3 FOR ANY ADDITIONAL Y lU Z ANCHORS REQUIRED FORTHE FRAME O) d pa ASSEMBLY TUBE. W 0 O Z 0/Q m n� TABLE 18: Dellgl P-1-Q.Q.WWl-A.W 1091M 19F-A-mBY bee W4ga.Wlft FRAME w F-Illi0er2r �1a16• 27.]10' 9D.4' N 94• 31• 46• 6118 wo• WQ100W ASSEMBLY 2N AWOa Amex Artln ' Gmry Dmq Amax Omw AWTC GIe1D AmAa Gmtp AmOa Gnxp AaMr9°aq Aala6ma AmbGrap AI N AI ACaD B &CAD B A,CaD B A B CaD A B Cao A B CaD A atleTS •7&-W •7&w .mw •7&.W .7.894 •mw 47.439 +Taw. +mw.e .tam .m-149 +taw +m-16.9 •/49.7 .law •/66 H51.1 •law .160b •059 .70/417 €u mui TS16Aa •7&.W •mw .mw •mw •7&-W •mw •7&40 +Taw .]0/w +7981 .mm +7.40 •181.8 .7.7& .7.40 ./409 .mm +mw •1319 •7x412 .mw 39• +mw +7&.W .mw .mw +mw .mw .mm +7aw .]am •TWA0 .Taw .70140 .7&49.9 •mm.1 +law •m.77.a +w.m2 .mw +Iaso •131 4W4t2 ADDRI �Z p3 4 I WINDOW ANCHOR do a W4le• .m-m +mw +mw .]OI4D .m-W +mm .mw •70/40 •70/00 .Taw .law .law .M466 •m31A •MMI) 'I WIDTH (4),IFREO. > S w +70/-W +mw .mw M. •7&.W +moo +7&m •law +7&m .7&81.6 +7&44.6 +7&81.8 9 6r N0/•W +mw +mm +mw .mw .lam .7&m +)0/40/1 .m46.t .7&.10.9 .70/•70.0 .7&.79.9 0� H wr .mw +mw .mw .mal +mm •7&40/6 •].81.6 .7a•>o.t •m-A.1 1111111 F tt •mw •mw Hb8w2 tm-T9 •m-A .iaa48 .7&-10/0 SEE TIONS AND QUANTITIES. SEE SHEET `�l LYNN 1,�1 7. .mw +mw N.8a9 •ma4 17&.74 LOCATIONS AND QUANT1rIE$.$EE SHEET �`( (/ 3 FOR ANY AODIT70NALANCHORS ``�'.j0,••`GENSE'FR x •mw •7&.m .mane REQUIRED FOR THE FRAME ASSEMBLY TUBE. Q: 58705 D'•. 72I" 5TATE Z` o, FLOR10P+r,G` S fONA\-� NOTES: 711111111111 I)SEESKF 4FORADDITIONALSA ECONFIGURATIONS, ALYNNI IER.P.E. ZJ SEE SHEET 4 FORSNUBBERREOUPiEMENTB. P.F9w61m FOR GLASS TYPES: TABLE 17, PRODUCT RRVISED DmWPn..mCPO>sl"yvvmme..AlAo Gulp. 5)7/6°LAMI.IG:(3/16"AN-1/4"AIR-3116"AN-.090"SG-3/16"AN) m Pln"6�+lh0.FIv1It wmrowWlaA 8 7/8"LAMI.IG:(3116"T-114"AIR-3/16"AN-.090"SG-3/16"AN ""RdinBCode atlet?T 2SIIVIV 27.7/S -10 31 w' 61110 w CA talion Dal< (8 um2a eBanN -W.I. •w1-1N •M.iw wa4w +w.Iw •BO'-1w •w 4w +WIN •w Iw 'SG'=SENiRYGLA YKURARAYAMERICA INC. 1}10118' +Ba-tw .Ba.1w *W430 •Ba-1N 40142 •mltw •®'-1N •M.- ."Im .w-1w BY w' •801.14 .-In .-IN w 4w +BOI-IN w 4w .-IN •w4w +"Am ."4w Mi Dade PmEuc1' 1 806'8' .901,N m.1w iw4w •BO'-1N •Ba-tw •WIN •-.1N 40'•130 . w' .W4M wWAw •BONN .w4m .B Iw .wIw +w-1w SEESHEETS7 w •w-lm +DO'•iw •801.12 +m-1N +W 30 •801.12 •WI-tw S4FOR f.. Q W wa-IN •801.12 •Ba-1w .W-1w 4w4m +a-1w WINDOW WINDOW. W w •w-1w •801.12 W.I.. •4a.Iw •801-'2 HEIGHT ANCHOR W m •www •wow •Ba-Iw •m.1m LOCATIONS = 8T' .80144 +wIm +Ba-1N I AND (n J QUANTITIES. W 0 W F TABLE 18: Z Z o D lIp Pra•R.•(pNWIYIMen AUea WaVeNeAIF,m Ass-*Ru, WOtlow YAaA 10,MAX I� FRAME FORWUIDOWSEE SHEETS 184 c U m IDw2r 2S151Ir 2r-7/C 146 Jt N 3r 40• d♦vr w � ASSEMBLY ANCHOR ArcMI D<.tp ArcBa Glary ArcOa Graq /1rtLL w Atctar Arch Gtaq AnoMOiaq Arcllor Arclm ArcAa TUBE LOCATIONS AND O W _j 0 Om9 �� au'P 0i'ew Gm9 OUAN7ITIES.SEE ¢Z � J a A B C D A B CAD AC&D B M A0 ,CAD B ,CAD B A¢ N AI WINDOW SHEET3FORANY d Q h ut¢a 2S .1a-w +701.80 •ram .raw +ram .mm +mw .m.w .1W-N +mm .ram •am •m-N +TOFBO +m- +mm •7x.80 .ram HEIGHT ADDITIONAL II'L" 201aIa .law .7am nam .raw +mm •mm +ram .mm +m-w nam .mm .7am N. .7am .ram •mm •mm .m.Bo ANCHORS r W Q (n 3Y .md99.Ta•io.¢ nam +ram .1a-i82 +mm nam .mw .701.4 nam naw •raw na-® nam ?N-w •m-Bo .m•vo naw ADDITIONAL REQUIRED FORWIN � CD )- BD6'B• 280.3 Nd1.0 .raw naw •1816 .raw •ram .mm•1a8D.8 +701.80 +Tam .1240 na-en •m80TMW ANCHOR THEFRAME N Z 9I ./SB.¢ +/158 .10181.7 .mm •/-¢LB +m812 •mm •mm +m-7&B +Taw •7am +mm •m.110 +T4w .1 (4),IF REO. ASSEMBLYTUBF- � - CD � 0 6T H-&S.] •l�.T.¢ nad0.1 nad8b +HBd na-TTA +mm •mm •Ta-n •mm •mm .101.80+Ta89.¢ •mw .md12 � � Q Y W Z LU Z O C7 .. to TABLE 19: W e Y D®Ipn Plefae ry50Dt WBIOTAT NlAetwOIAA Rd08KY Fmee AvlmOry 1We L eJg-2xoa e 3r WIM FRAME wn n m utM28.2610116' 2i•7/3' 3W'4' 31' W IC 6}tA' 6P WINDOW ASSEMBLY 2012 HEIGHT. TUBE Ai9 A.W AMtwt /u<Oa DmpEMa A,s:w..P A Gmp Actluoup AarorOms,GNup Gulp G.*ABAe NI A,C&0 B B ACAD B A B CAD A B CAD A B CAD A B CT10MI.101-00 am •mm •mw.4 n 9 •A/m .Md A wam.101.743 •Tam •7ai63 +/827 .10148 046 •Id1.7 +TONE .1863 •/158 .70181.7 •Tam um Z4WIlT +mm .7Olm nW-0 •mm naw nam +mw nam nab• .mm nam •I8/b •Tam nam •/8¢8 nam •mm •181.8 .rWe1.2 nam nam Abb1T Op039• +mm nam nam +mm •Tam •mm +m-m nam +mm +m'4o nam •mw .1am nam .mm nam +Alm+mde2 .mdt +Tam nam PNCHOR50IW +mm •7WM •ram +mm •Taw .10140 +m•90 .7am +ram •mm nam •mw .701m +7am WIDTH[- (4),IF REG. v.Z.mw .70140 .mm •mm •Tamnaw I- .10140 +mm .mm nam �mm naw .7Ww +mw •70140 .ram +mm nam.Tam .ram •mm nam RINO .m-w +74 FOR- 2' m .70140 •7am •moo .Tam .Tam SEE SHEETS'A QUANTITIES. SEE SHEET SII11 r r6• •mw .A/40 •Tam •m40 •ram LOCATIONS AND QUANTITIES.SEE SHEET SI NY LYNN e4• •mw •mm nam 3FOR ANY ADDITIONAL ANCHORS `�,e ..........1f/( REQUIRED FOR THE FRAME ASSEMBLY,,•'UICENSF''•�FP TUBE. X: No.58705 u 0 / b ,0,,•., STA ENOTo •t� SC£SHEET•FOR ADDITIONAL SAMPLE CONFIGURATIONS. 'rSSI,A NvrApiT0.tfH;PR. 2)SEE SHEET 4 FOR SNUBBER REOUBIEMENTS. P:EII SBTOS rItemItem llwg.# DecHp9on Mot. .062• 1 1 7002 Maln Frame Head,Sill&Jamb 6063.78 Alum. ALL DETAILS SHOWN FROM THE INTERIOR NOM. A34' 2 7071 Anchor Plate 6063-TS Alum. 2818• .129 3 7003 Sash To Bottom&Side Rall 6663-TBAIum• 4391 .oar z.7ot• 4 7008 Frame Comer Ke Steel NOM. 15 7009 Sash Comer Ke Steel AS REQUIREO PER z 1,159' 6 7078 Frame Gasket Vinyl Foam TABLE3,SHEET4 2.139' f zatt4' 7 7072 Sash Comer Gasket Vinyl Foam .093' 8 7070 Bulb Weatherstri .187'x.275" Flex PVC 70 3 OFRAME HEAD, O SASH TOP, 71 FRAME 10 7024 Maxim Multi-Point lock Steel SILL&JAMB BOTTOM&SIDE ASSEMBLYTIJBE 11 7026 Lock Support Plate jEPDM el #7002,6083-T6 #7003,6063-T6 97004,6083-T6 12 7014 Multi-Lack Keeper el 13 7013 Tle Bar Guide n 1 E 1.356• 2203• 14 7015 Tie Bar Assembl r SS I 1 ,� f.000. 16 7029 Maxim Pro acted 0 eratar el 7 1 .a4t• T 17 7030 0 erator Gasket oam ass 097 t IB 7031 Operator Backing Plate el FIXED 19 7051 operator sacer Block on 3 O O OADDON FLANGE 2 ANCHOR PLATE 60 SCREEN FRAME 7O 21 7034 Operator Track&Slider el #7071,6063-TB #7006,6063-T6 #134,6063-T6 22 7023 Protected Hine Manuf.b Truthel 24 Snubber,Anti-blowout Clipel 6 31 DuraSeals aver TOs —�{ 32 1713 Settin Block 532"x3/36"x1-1/4" M 050' .550•�I � 33 1714 Settin Block 5/32"x7/16"%1-1/4" M es .aso•35 7036 Bead B Alum.36 7092 BeadC Alum. 37 7059 Bead D 6003-TB Alum. 38 1224 Vinyl Bulb Wst Thick Flex PVC 70 35 97036,6063-T6 35 #7042,6G63-T6 39 1225 Vinyl Bulb Wst Thin Flex PVC 70 50 Dow999SIIioonBackbeddln t 60 706 Screen Frame 3105-1-114 Alum. 6 Imo—•172• 51 7040 Screen Corner Key Potypropolene 62 Screen Cloth Fiberglass 4 INTERIOR ,870- 63 1635 IScreens Ilne EM.PVC II .oso• 64 320 Casement ScreenSpring Stainless Steel as• 70 134 Add-on Flange 6063-76 Alum. 37 BEAD D PRODucr RBVI� 71 7004 Frame Ass Tube 6063.78 Alum. #7059,6063-T6 PrYk6-'i1h U.FWddn 72 Maxim PivotSllderAssembl Auildme Code sleet 66 na<PIe„R.nk 5- CT-1.1807 #8-32 x 2"Ph.Pn.Mach.Scr TYPE B Stainless Steel Irzlien Oak tB 81 1157 #802"Ph.Pn.SMS Stainless Steel "��tINy LYNN M7',�, Rersed sr Hale: a<.i<roe e: By 82 #8x 5 8°FI.Ph.5M5 Stainless Steel .... �Ckc' FnducT 1 83 #8x7/8°F.H.Ph.SMS Stainless Steel �;.:• �1CCNSF •.P�% Re„�e<a er 0er<: R<.;. w 94 #8x P FI.Ph.TE K •;r; '.�' LM 5/15/15 NO CHANGE THIS SHEET Stainless Steel No.50705 85 flax 1"Quad Pn SMS Stainless Sled o"By. 86 #8x1-1 "QuadPnSMS Stainless Steel °` IS ?W- BOM AND EXTRUSIONS J ROSOWSKI 87 #10z]J2"Ph.Pn./TFK 51einIPa6 51001 ��•, SATE OF .• 1070 TECHNOLOGY DRNE Iiu<: axle: Sldnleas steel �C` FtORIOP. G��� N.P.O.meox�szs 79' AWNING WINDOW DETAILS-LM&SM 08/08/12 99 #10-24x9/16"Ph.Pn.TYPEF '� SSS •.... NOB FL 14274 90 #12x 1"Ph.Pn.TEK Stainless Steel 'ori,�UNAI.�'1�•'� s<�k</oases Scale: Srwel: O�o°fnq"o. " R/u4HH 1•Ix�akle�R.E CERT.OF Aura.829296 AW-740 NTS 10 OF 10 MD-AW740LM A REx SS 0.5