|
52 lff MAX 55 3M* IFIRAME OD,
<br />40' FIXED WIDTH DLQ 52 IWMAX
<br />4W FIXED WIDTH DLO
<br />SEE SHEET 9 4 118" .11
<br />FOR ANCHORAGE MAX. TYP.
<br />MAX . REQUIREMENTS MAX. TYR.
<br />Gr
<br />MAX.
<br />3 44' 33 314'
<br />FIXEn FD(ED
<br />HEIGHT01-0 HEIGHT"DW
<br />76, 76-
<br />M MAX.
<br />T 0 0
<br />10* 78 94"
<br />MAY- FRAME
<br />O.D.
<br />33 314' 33 3W
<br />&ASH SASH
<br />HEIGHT IDLO HE4HTDLO
<br />PnoniICTREVAM
<br />G0ftW1y4WIdLth*A0rIj1k
<br />'=45314'WHWIDTH DLO 46 31V SASH WIDTH DI MAX.
<br />MAX
<br />M
<br />TYP.
<br />BOXFRAME INTEORAL FIN
<br />MM, r5IZIE = 52.125' X 75" MAX. SIZE 52.125" X 75*
<br />.0 ujl-406`1�1�
<br />............
<br />NOTE:
<br />1. FOR BOX FRAME SECTIONS 85E SHFET 8 AND ANCHORAGE INFORMATION11 SEESHEETS PAND 10.
<br />7-
<br />2. FOR INTEGRAILIFIN FRAME SECTIONS SEE SHEET 6 ANDANCHORAGE INFORMATION SEE SHEET11, LU
<br />Naw
<br />of
<br />hd II/Aw A PfRhA4NI-�LffrTffRDATM ft"/M
<br />-A;;mz loyo'mc� No ELEVATIONS % 0
<br />0, FLITO .**
<br />VVISOW AWW WIRM, &&VWfiRW7000XFMUjjRL-Wr"N MCK001110L 9 .......
<br />Dd
<br />7r"-W, -ONw—
<br />ji lawtif c wckyAroETwasgEr P.O. nox 1920 - Knyl savie Hunn Mndow. Lame ~a Iftwot
<br />mmov. � nsaffiw NOKOPMi, PL 34274 v7sibly AlhI,, F-10% - A.
<br />Dja 007/W SAM I—NMI-2 .1 C F L P. E.0 5870 5 j
<br />;19, VEW111-11L I a I It
<br />- 1 0 rA a Lge"? -Am --�ff
<br />--
<br />"UNNUUMMUMMU
<br />muumuu
<br />WOW
<br />e
<br />U,-qgvA�n;
<br />Example' 52.126 x 75 For 1 (1 Wndow s
<br />3 .4- Anchors requireod in the head
<br />3 4
<br />Anchors required balmy the MTR
<br />Anchors req&sd above the MTR
<br />Example. a2. 1123 x 62.500 For Mew V*dow a
<br />Head- Ek Sash*
<br />FLxed**
<br />1I FOR VIBN VVINDOWS USE VIEVY FD(ED WINDIDW HEIGHT FOR ANCHOR QLYkNTTFY IN WA D A NO
<br />ABOVETHEMTR, AND OSE TH� VIEW SASH WINDOW HIEIGHT FOR ANCHOR QLA NITIN BELOWTHENITIR.
<br />lyA XMM HEIC44T FOR V IIIEW WINDOW IS 62 11211.
<br />NOTE. IF OR VI F;VV VVIN DOW TH ?' LARGEST CAN N 07 EXCE E D THE TESTED S I ZE.
<br />V.a IfIMM I A rF*RAawi-mwtr"Ffta47nD1wiw
<br />"War, .0ft 1979 7OWNDLOOV DWA
<br />CLO. fz%M a A "0 AW h(WFIED 10W 1"HDOW EXAAPLES 14CWMI& YL 301IMPS
<br />am ftabw
<br />ji xyml a W C04W Vas 4=T Fig. Box 1420
<br />O.G. VM7M
<br />V*
<br />ANCHORAGE N07ES FCR BOX FRAIVF:
<br />1. ANCHORTYPES: -V1&LJLTRAW S
<br />-019$QRaws
<br />2. AN CHOR L OCAT (ONS ARE BASED ON TH E
<br />FOLLOWING DIMENSIONS.
<br />HEAD- 6`14AX FROM TOP CORNERS
<br />JfW36 - 91' MAX FROM TOP CORNER6-
<br />('NOT TO EXCEDE 114 OF TOrAL LVINDO%V HEIGHT)
<br />6" MAX. FROM BOTTOM CORNERS
<br />4'. MIN, BELOW MTG. RAIL
<br />SILL - ANCHORS NOT REQUIRED
<br />3. INSTALL PER THE ADJACENT TABLE ANCHOR
<br />OUANTITIFS USING THE DIMFNSICNAL CRrrrzRIA OF
<br />NOTE 2.
<br />4. ANCHORAGE SHOWN FOR BCX FRAME W7H OR WITH OUT
<br />OPTIONAL FLANGE.
<br />S. FdR INTFORAL NAIL FIN FRAME A`4CHoRAr.F- SEE SHEET 11.
<br />Ill WINDOW
<br />1211V
<br />75r
<br />VIEWIWINDOW
<br />FIXED
<br />62 In"
<br />All SASH
<br />ANCHORAGE SPACrNG
<br />-ML-VM- I Vinyl 2M�y Hung WjndDm Largo Afinfle
<br />vfto artier &.v .
<br />2x V1000 SUCK
<br />910 SCREV4 f5EE NOM 0)
<br />3#8" MiN.
<br />AIN�
<br />2X W000 PVCK
<br />(ate NOTE 1)
<br />FLAINOF
<br />9CRE%V
<br />JAMB Wi BOX FRAME HEAD W1 13OX FRAME
<br />THROUGH MAME IN70 2x WOOD THROVIGH FRAME INTO 2x WOOD
<br />IN WOOD DUCK
<br />(SEE NOIFE 4
<br />I A` MIN. -
<br />am, MIN
<br />I MI'MAX. SHIM
<br />Imm OR Is I(al MIN. emu -
<br />OPTIONAL
<br />FLANGE
<br />4 IMAX�
<br />SNIm
<br />T1W ULTRA0014
<br />Ix WCOD 54"
<br />JAMB Wi BOX FRAME HEAD WJ BOX FRAME
<br />THIROtf-GH —FRAME INTO C014CRETE THROUGH FRAME INTO CONCRIETE
<br />Ix BUCK OPTIONAL 1x SOCK OPTIONAL
<br />NOTES:
<br />1. FOR CONCRETE APPIL)CATIONS IN MIAMI-DADEi COUNTY, USIL IDNLY MIAMI-DPI)K DUUNTY APPROVEE)3ii(rULTRACON,EMBEMB�3MI MIN, DISTANCE FROM ANCHOR
<br />70 CONCRETE EDGE 16 1'MI14W3h4
<br />2. FOR VOOM APKICA"ONS IN AM AML-11ADF COVNTY, VSr= 010 STEEL SCREW, EMW;PrED 1 3W MIN-
<br />3, W000 BWKS DEPICTEDINTHE SECTIONS ON THC PAGE AS Ix ARE BUCKSWHOSE 70TAI- THICHNIESS IS LESS THAN 1112'. IxWOOD MCKS AM OP110ML IF- ON17
<br />CAN BE INSTAILLOO DIRECTLY TOSOLID CONCRETE. WOOD BUCKS OtHICTIEDAS 2x ARE I 11711CKOR GREATER. INSTALLATION 7DTHE SUBSTRATE OFWOM
<br />SUCKS TO BE ENOINIStRE-1) 6Y OTHLF4 OR At APPROVItID BY AUTI-11MITY HAVINO jUAISDICTIOW
<br />4, FOR ATTAQHMENT TO ALUMINUM 7)-iE MA7ERIAL SHALL BE A MINIVIUM STRENGTH OF MW-TOAND A MMMUM OF Iff'TOCK. TK4 ALLIMINQM STRIIIICTURAL MEMBER
<br />SHAtLBE!OY-AalZETOPfiCVVIVCFUi.L5Uff'ORTTOTMFWIVDOWF?tAMI=-rAMLA"TQTHA-faHOWNINTHESfOET,NLSFDFk2xwmDBUCrKS. THEANCHORSHALL
<br />BEA #10 SHEET METAL SCREW WIT14 FUL!- ENGAGEMENt INTO THE ALUMINUM. IF T14ESE CRITERIA ARE KWT, THE WSPECTIV6 DESIGN PRE&0*RF& AND ANCHORAGE
<br />SPACING rOR U11-rRAC01146 MAY BE USED.
<br />ful" . ' — - -
<br />DLa IIIPW A PFRLOW44DIFEMIMIDATED110NAM
<br />WIRW w0.nIcRKjLooy DpjvF Iff-ft —Nwjr� ANCHORAGE DETWLS - BOX FRAME
<br />Wftv .0 WCWGE TM 6HEFT
<br />A&Awl HWV Window, L!W Afts#6 Ill
<br />A# 1AWN1 C W GmAgiz ?W$ aw-er n)i
<br />WN"It, FL M74 Vn&o getter M."M
<br />-T-
<br />M�-p A* SHW
<br />—Ron .10
<br />`R0I)IXTREy`f.VD
<br />.i2icarrV19ft;IIft"FIaid*
<br />NdItIft moe
<br />ArMptanumn Nfte
<br />V� . I FOA Dde 4.
<br />By
<br />M[W do
<br />%V" �YWJ '/z
<br />No. 5570h %
<br />i: 04
<br />-1,
<br />to to '4 - i�
<br />610 FF
<br />A. LY4Ak4IUkq'P.E.
<br />FIL P.E.# 68705 -j
<br />LeRol)UCT KW
<br />W *p lilodda
<br />1111,181AW Ift
<br />y IPCN
<br />sk M
<br />-1i.041111j.
<br />Y
<br />No, 0706
<br />It
<br />N.- " E C
<br />A. P.C.
<br />FI. REM 68-ms
<br />1/4" MAX. SHIM-j [-
<br />2)(WOOD MM
<br />(SEE NOTE 21
<br />11V DIA, x I 117NAL.
<br />V"MA'A
<br />CORNIER 4 4 1,
<br />OPTIONAL
<br />FLANGE
<br />IIW'DfA. x 1 117 NAIL,
<br />CORNER 4 4 IoT O.C.,
<br />OPTIONAL FLANGE -4
<br />JAMB W/ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING
<br />2X WOW BkXK
<br />NM 2)
<br />OPTIONAL
<br />FLANGE
<br />111M
<br />IJW DIX x I Ire NAP- /
<br />Ir MAX, FROM"
<br />CORNER 46 4 Iff OrC I ?x VA= SUCK
<br />(*SEE NOTE 2)
<br />HEAD W/ NAIL FIN SILL WJ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
<br />NOTES:
<br />1. FOR INTEGRAL FIN APPLICATIONS IN IMIAN-DADIF COUNTY, USE Im- DIA. X 11)2" NAIL,
<br />2. WOW DUCKS DEPICTED IN THE SECTIONS ON THIIS PAGE AS Ix ARE BUCKS IANOSE TOTAL THICKNESS IS LESS THAN I 111r. 1XWOOD
<br />BUCKS ARE OPTIONAL IF UNIT CM BE INSTALLED DIRIECTLY TO SMID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE I IP* THICK OR
<br />GREATER. INSTALLATION TO THE SUB&rRATE OF WWD BUICK& 1*0 BE ENOINCIERED By OTHERS ORA$ APPROVED BY AUTHORITY HAVING
<br />JURIMOTION1.
<br />3. FOR ATTACHNIENT TOALLIMINUM: THE MATERIAL SHALL BE A MINIMUM STRENWH OF 8063-T5 AND A MIMMUM OF Iffi"THICK. THE
<br />ALUMINUM STRUCTURAL WEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
<br />THESE DE-TAILs rok2xwoou BUCKS. It -IC ANCHOR SHALL Ot A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM -
<br />IF THESE CRTERIA ARE MET. THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACM6 MAY BE USED,
<br />Ak ft* ftv#ox
<br />flasm A PffR AIMAODADE LM&t DATED 100YO
<br />MW — W707=040LOgy ANCHORAGE DETAILS -
<br />W" 8 NO OMWE THIS WEST NovW3^3mus WIN
<br />H Wndan
<br />W/Ml. C X0CNAWff1WM&=T
<br />aw "I - awdiid* K=I=i!
<br />& O&MRS I T51
<br />MIAM" MMMI-DADECOUNTY
<br />I=D PRODUCT CONTROL SECTION
<br />DIPPARTH OF PRRMFI-rINC, ENVIRONMENT, AND REGILILATORY 12 805 SW 26 Stmot, Room 208
<br />AFFAIRS (PEIIA) Nfismi, Plorida 33175-2474
<br />BOARD AND CODE ADMIM917RATION DIVISION T(796)315-2590 F(796)315-2599
<br />NOTICE OF ACCEPTANCE (NOA)
<br />PGT Ind wphien
<br />1070 Teektiology Drive
<br />North Venke, FI, 34275
<br />ScOPF':
<br />This NOA is being issued under the applicable ruivs find regulations governing the use of construction
<br />materials. This documentation submitted has been reviewed and accepted by Nfiami. Dade County PERA -
<br />Product Control Scction to be used in Miami Dade County and other areas where allowed by the Authority
<br />Having Jurisdiction (Al4j),
<br />This NOA shall not loo valid afta the expiration date stated belovy. The Miami-Ndc County Product Control
<br />Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
<br />to have this produot or materipl tested for quaflty assurance purposes, It this product or material fidils to
<br />perforno in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ my
<br />immediately revoke, modify, or suspoW the uqe of such product or matcrial within theirjurisdiction, PBRA
<br />reserves tile right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
<br />Section that this product or material fails to rrkect the requirements of the applicable building code.
<br />This product is approved as described herein, and hap. been designed to comply with the Florida Building
<br />Code, Including the High Velocity Hurri cane Zone,
<br />DESCRIPTION; Series 118'1114-500 Vinyl" White PVC Single Hung Window - L.t4.1.
<br />APPROVAL DOCUMENT: Drawing No. 5191-1, titled "Vinyl Single Hung Window, Large Missile
<br />Impoof', sheets I through I I of 11, dated 08107108 with revision C dated 10/07111, prepared by
<br />manufacturer, signed andwaled by Anthony Lynn Millw, P.E., bearing tho Miami -Dade County Product
<br />Control Revision stamp with the Notic4 ofAcceptance number and expiration date by the Miami -Dade
<br />County Product Control Section.
<br />MT&SILE IMPACT RATWG: Lurge and Small Mi[ssille Impact Resistant
<br />LABELING: Each unit shal I bear a permanent label wifli the manufacturefs name or logo, city, state,
<br />modellseries, and following statement: "Miami -Dade County -Product Control Approved", unless otherwise
<br />noted krein.
<br />R=WAI, ofthis NOA shall bo considered after a rencwal application has been filed and there has been
<br />no change in the applicable building code negatively affiecting the performance ofthis product.
<br />TERNMATION ofthis INOA will occur after the expiration date or ifthere has been a revision or change
<br />in the materials, use, andlor manufacture ofthe product or process. Misuse of this NOA as an endorsement
<br />of any product for sales. advertising or any other purposesshall automaticAlly terminate this NOA. Failure
<br />to coinply with any secItion ofthis NOA shall he rmusc for termination and rmoyal of NOA.
<br />ADVERTYSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
<br />followed by the expiration date may be displayed in advertising literature. If any portiort or the NOA is
<br />displayed, then it shall be done in its entirety.
<br />INSPECTION: A copy ofthis entire NOA shall be provided to the user by die manufacturer or its
<br />distributors mid shall be available for inspicction at the job site at the request of the Buildhig Official,
<br />NOA revises NOA # 08-0820.14 and consists of this page I and evidence pages 8- 1 and E-2, as wel I
<br />as approval document mentioned above.
<br />The Submitted documentation was reviewed by Manuel Perez, P.E.
<br />NOA No. 11-1013.19
<br />Expiration Date: Jsnuuy 68, 2014
<br />Approv411 Do to., Detem b er 08, 2011
<br />Page I
<br />.i(X)ljCr "V13111)
<br />..; mmoyhawlib dn
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<br />0 USTIA10'
<br />."L'40RON. N
<br />1---1--
<br />101qA%- C--"'
<br />A, L MILV�R, RE.
<br />FILREIS$705
<br />00
<br />Cl)
<br />Cn
<br />
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