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V -
<br />MAX.
<br />MAX,
<br />MAX,
<br />T_
<br />MAX
<br />LH
<br />a"
<br />MAX.
<br />— 32 11a' MAX —
<br />40'F%ED WIDTH VLQ
<br />SEE SHEET 9
<br />- FOR AWOHORAGE -
<br />REQUIREMENTS
<br />0
<br />X
<br />45 W4'MSH WIDTH DLO —
<br />BOXFRAME
<br />MXX. SIZE = 52.125' X 751,
<br />33 314"
<br />FIXEn
<br />HEIGHTDLO
<br />78 1)4'
<br />FRAME
<br />0,D.
<br />33 W4�
<br />SASH
<br />HEIGHT DLO
<br />6"
<br />MAX,
<br />TYR
<br />55 Ulf` FRAME O.D,
<br />— 52 116* MAY,
<br />41Y FIXED WK)TH ULQ
<br />O.C.
<br />NM. TYR
<br />NOTE:
<br />1. FOR BOX FRAME SEC71ONS 8E-E SHEET 8 AND At4CHORAGE 114FORMATIOM SEE SHEETS PAND 10.
<br />2. FOR INTE G RAL FI N FRAME SECTIONS SEE SHE ET 5 AND ANCHORAGE I NFORMA7 ION SE E SHEETI I
<br />6
<br />X
<br />46 31-V SASH WIDTH DLO
<br />INTEGRAL FIN
<br />MAX. SIZE *d 52.125' X 75'
<br />Ad
<br />11&5;W
<br />I A I PERMIANWADELEFTERiMYED kWI/M
<br />IDTOTECHNOLOGYOR"E
<br />WOKC)MId, rL 34274
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<br />Exarnple.'52.125 x 75 For 1 it Wridow 5
<br />An0hors required in the hoad
<br />AnchorB required below ft NTIR
<br />Anchom requfred above the MTR
<br />Example., 32. 125 x 62.500 For View Window s
<br />)I]*- Head- Sash*
<br />Fixed -
<br />NOTE FORVIBNWINDOWS USEVIEWRXED WINDOWHEIGHT FORAWACIR QUANTITY INHEADAND
<br />ABOVETHEMTR, AND USE THE V IEW SASH WINDOW HEIGHT FOR ANCHOR QUA NTrY BELOWTHEMTR.
<br />VIAXWM HEIGHT FOR VIEW WINDOW IS 62 V211.
<br />NOTE; FOR VIEW VVINDOW THE LARGEST CAN NOT EXGEED THE TESTED SIM.
<br />wmjv 15W., ___
<br />U.0. —AjPERM".DADffL9rrFR0A7FDjWjVW 4U?01iCHN0L00VDRWE
<br />,_La.1r1G,,. a�IADMEDAMDMM)qEDMEWMMDDVVAXAPA�fFS 140MMIS rLmn
<br />V
<br />29 W4'
<br />FD(ED
<br />HEIGHTDILO
<br />33 3W
<br />SASH
<br />HS41-ITOLO
<br />Wilk timt-larlaft
<br />4.
<br />WAX.
<br />TYPI
<br />Nunn Window, Latw Has&
<br />;;Ts 1-2 , 11 -7m 5191-1
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<br />ANCHORAGE NOTES FCR BOX FRAME:
<br />1. AMCHOR TYPr=a- 1 -,Vit, 1J1_TRAWrFS
<br />2-#j0$CREW8
<br />2. ANCHOR LCi'-ATIONS ARE BASMON THE
<br />FOLLOWIING DIMENSIONS.
<br />HEAD- W'MAX� FROM TOP CORNERS
<br />JArA[38 - 9" MAX. FROM TOP CGRNERS*
<br />('NOT TO EXCEDE 1/4 OF TC1rAL WINDOW HEIGHT)
<br />G" MAX. FROM B=0M WRNERS
<br />4" MIN. BELOW M7G. "L
<br />$ILL -ANCHORS NOT REQUIRED
<br />a. INSTALL PER THE ADJAC15M TABLE ANCHOR
<br />QUANTITIES USINA THE DOENSICNAL CRITERIA Or
<br />NOTE 2.
<br />4. ANCHORAGE SHOWN FOR BOX FRAME WTH OR WITHOUT
<br />OPTIONAL FLANGE.
<br />5. F6R INTEGRAL NAIL FIN FRAME A4CHORAGE. SEE SHEET 11.
<br />ill WINDOW
<br />L
<br />VIEW WINDOW
<br />521118'—1
<br />.OH FIXED
<br />02 V2"
<br />AH SASH
<br />I Vinyl �10 Hynq WindM LaT
<br />PA. 102a _q Affsaile
<br />NOKQWU� FLS42m " mrs 1 0 - if 1`5191-1
<br />a V=0 SUCK
<br />TWMAX.SHIM— 910 SCRRV A I (5EE NOTrz �)
<br />1_1 31-01 MIN.
<br />so
<br />CK
<br />L A
<br />ITTffm UIEE NOTE M
<br />SCREW
<br />OFTJOM� FLANOIF
<br />OPTLONAL
<br />FLAVOE
<br />1/4..
<br />MAX.-
<br />SKM
<br />JAMB Wi BOX FRAME HEAD W1 80X FRAME
<br />THROUOH FRAME IN702x WOOL) THROVCH FRAME iNT02x WOOD
<br />Ix V4000 allCK
<br />(SEE N07E 0)
<br />I aid' MIN.-
<br />r
<br />MIN,
<br />16 gal Mh WNCRET5
<br />6� 'MIN.
<br />71U
<br />1.5 Rai Mu
<br />OPT(ONAL
<br />FLANGE
<br />f,
<br />Vq
<br />MAX.
<br />SHIN
<br />0P7I0KAL.F_LANr3E
<br />JAMB M BOX FRAME HEAD W1 BOX r-RAM2
<br />THROUGH FRAME INTO CONCRETE THROUGH FRAME INTO CONCRIETE
<br />Ix BUCK OPTIONAL 1x 6OCK OPTIONAL
<br />NOTES:
<br />1, FOR CONCRETE APPLICATIONS IN 101AMI-DAMi COUNTY, USIL UNLY MIAMI-DAM MUNTY APPROVED V16- 4LTRACON. EMEIFOED I 3X' IMIN., MSTANCE rROMANCHOP
<br />TO GONGRIETE EV,-,E 16 1"MINIMFJW�
<br />3. W000 BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS Ix ARE BUCKS WHOSE. TDTAL THICHNIESS S LESS THAN 1 la", Ix WOOD BUCKS ARE OPTIOWL IF JN?'1
<br />CAN BE INISTAILLZE) DIREEC7TLY TO SOLID CONCRETE. WDOT) BUCKS OVICTIE13AS 2x ARE I 117THICKORGRFAtER. INSTALI.AmoN TO THE SUBSTRATE OF WOOD
<br />SUC"TOEI-EENOIKEIURE4)BYOTHLPAORAGAPPRoVtbgYAUTAM17YHA%4NO4t)PJSDidl-lON,
<br />4, FOR ATTACHMENT TO ALUIMINOV, THE MA7ERIAL SHALL OIE A MINIVIUMISTRE%GTH OF OM-T5 AND A MMMUM OF Ito" THICK. ThE ALLIMINQU S-ffWCTURALMEMBER
<br />SHALL BE Or- A SIZE TO PIROVIVE FULL SUPPORT TO TMF-'AlNnOVV I'MAMr-51NILM TO THA'f UHOWF4 IN THESIE DETAILS F OR Rx WOOD BUCM. THE ANG�OR 61 ALL
<br />BE A 410- S HEET META L SCREW WIT14 FULL EN GAGP MIN-( INTO 7HE ALU MINIJM� IF THr:SE G RITURR ARE MET, THL PVGPECMVI=- DES6GN PRr;SWRES AND AMC HORAGE
<br />SAACINS FOR ULrWONS MAY BE USED.
<br />p Z—' .. — -
<br />W 7i�
<br />,�tav ;fyz" A
<br />1011=1 I *0L00YDFUVF ANCHORAGE DETAILS -BOX FRAME
<br />'Vinyl Single missile in
<br />mr- Eau!', C lu� _" Whdow, L��
<br />"I" i4w, MN.04�, aw =L 34274 Vwh* getter "mrs 50 - ii 319t-f
<br />V60L 0"?/W
<br />`ft01)U(,TREVI&ED
<br />.0 c-004IApith"Flaida
<br />Buddingtiode
<br />A,.M. Xfl� MD
<br />'FIRtion Ddg 4.
<br />of P r4dw
<br />—AII110'.
<br />Ck-
<br />67 OF 4("
<br />RW
<br />A LY iL P,E.
<br />FL P.E,# 6870.5
<br />oadjiq Code
<br />Aw-pu-�w NO
<br />gr.,
<br />01",
<br />N LYNAr
<br />No.hB705
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<br />if .j Wz-
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<br />taT'.1 ",F-
<br />A. iLY4,4 Mtud.,P'.E.
<br />Fl. P.E.0 6870.5
<br />114" MAX. SHIM-1 [-
<br />2x WOOD BUCK
<br />(SEE NOTE 2)
<br />lia"DIA, x I V7NAIL,
<br />5P MAX
<br />CORNER �% 4 1)
<br />OPTIONAL
<br />111� I FLANGE
<br />11ir'DIA. x 1 112'NAIL,
<br />2 IW MAX- FROM
<br />CORNER & 4 11TO.C.,
<br />OPTIONAL FLANGE -4
<br />JAMB W/ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING
<br />2x WOOD BUCK
<br />NOTIE 2)
<br />�XjOPTIONAL
<br />FLANGE
<br />11M
<br />IIN'DIA. x i 112'NAIL,X
<br />V MAX, FROM
<br />CORNER & 4 1004- 1 2x WOOD BUCK
<br />ISEE NOTE 2)
<br />HEAD W1 NAIL FIN SILL W/ NAIL FIN
<br />THRU NAIL FIN INTO WOOD FRAMING THRU NAIL FIN INTO WOOD FRAMING
<br />NOTES:
<br />1 . FOR INTEGRAL FIN APPLICATIONS IN! MIAMI-DADE COUNTY, USE IV DIA. It 1112" NAIL.
<br />2. WOOD BUCKS DEPICTED IN THE SECTIONS ON TH(S PAGE AS Ix ARE BUCKS WHOSE TOTAL THICKNESS IS LE89 THAN 1 1p2". 1X WOOD
<br />BUCKS ARE OPTIONAL IF UNiT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE I 1/2'THICK OR
<br />GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BYAUTHORITY HAVING
<br />JURISDICTION.
<br />3. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF 6063-T5 AND A MIMMUM OF 116'THICK. THE
<br />ALUMINUM STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT SHOWN IN
<br />THESE DETAILS FOR 2x WOOL) BUCKS. THE ANCHOR SHALL BE A #10 SHEET METAL SCREW WITH FULL ENGAGEMENT IKTO THE ALUMINUM.
<br />IF THESE CRITERIA ARE MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR ULTRACONS 164M(BE USED.
<br />V#W
<br />I trAWN
<br />PER MMUMADE CMER LIMED 10411M
<br />1070TECHNOLOSYDRWE
<br />NOICOM13,FLU279
<br />AACHORAGE DETAILS -
<br />WE
<br />WI&W
<br />R.K.N_
<br />a
<br />I
<br />NO OMWE This! SHEET
<br />ML
<br />Hung WYndow
<br />OR-0m.
<br />v=/11
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<br />fiO CHA NGETHISSUEET
<br />P.0, Ogg im
<br />NOKOMIS, FL 34274
<br />W.
<br />We
<br />MIAW MIAMI-DADE 00UNTY
<br />hA� PRODUCT CONTROL SECTION
<br />DEPARTKENT OF PERM ITTING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Stmet, Room 208
<br />AFFAIRS (PERA) Miami, Flofick 33175,2474
<br />BOARD AND CODE AIDMINTSTRATION DIVISION T(796)315-2590 F(786)3J5.2599
<br />NOTICE OF ACCEPTANCE (NOA)
<br />PGT Ind u9tries
<br />1070 Technology Drive
<br />North Venice, FI, 342-75
<br />09 CT) I I R:
<br />This NOA is being issued under the applicable rutes and regulations governing the lise of wriStruction
<br />materials. The documentation submitted hag been reviewad and accepted by Miami-Daide County PERA -
<br />Prodkic-t Control ScWon to be used in Miami Dade County and other areas where allowed by the Authority
<br />Having Jurisdiction (AIM).
<br />This NDA 44 not be valid after the oxpirativu dato stated Wow. The Miami-Dado County Product Control
<br />Section (In Miami Dade County) and/or the AHJ (in areas other than h4jami Dade Couirity) reserve the right
<br />to have this product or material tested for quality ussurance purposes, If this product or material fdils to
<br />.perform in the accepted manner, the manufacturer will ineur the expense of such testing and tile AH) May
<br />immediately revokc, modify, or suspend the use of sipch product or imaterial within theirjurisdiction, P.ERA
<br />reserves tile right to revoke this acceptainec, if it is determined by Miarni-Dade County Product Coritrol
<br />Section that this product or material fails to mcet the requirements of the applicable building c-ode.
<br />This product is approved as described herein, and has been designed to comply with the Florida Building
<br />Code, including the High Velocity Hunicane Zone,
<br />DESCRIPTION; Series "S-H-900 Vinyl" White PVC Single Hung Window - L.M.I.
<br />APPROVAL DOCUMENT: Drawing No. 5191-1, titled I'Vi ny] Single Hung Window, Large M issile
<br />knpoof', sheets I through 11 of 11, dated 08/07108 with revision C dated 10107/11, prepared by
<br />manufacturvr, signed and seated by Anthony Lynn Miller, RE., bearing tho Miatni-Dade County Product
<br />Contirol Revision starnp with the Noti" of Acceptance number and expiration date by the Miarni-Dade
<br />County Product Control Section.
<br />MTSSILE IMPACT RATING: Large and Sinall Missile Impact Resistant
<br />LABELING: Each unit shall bear a perinnnent label with the manufacturer's name or logo, city, state,
<br />modellserics, and follovving statement: "Miami -Dade County.Product Control Approved", unless otherwise
<br />noted herein,
<br />RYNENVAI, of this NOA shall bu considered after a rencwal applicatioil has been filed and there has been
<br />tio change in the applicable building code negatively affiecting the performance of this produ-ct.
<br />TERNIINATION of this NOA wi 11 occur after the expiration date or if there has been a revision or change
<br />in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
<br />of any product� for sales, advertising or any other purposes shall automatically terminate fts NOA. Failure
<br />to comply with any section of this NOA shall he cmuse ror termination and removal of NOA.
<br />ADVIERTTSEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
<br />followed by the expiralion date may be displayed in advertising literature. If any portiorit of the NOA is
<br />displayed, then it shall be done in its entirety.
<br />INSPECITON. Acopy of this entire NOA shal I be pi-ovided to the user by the manufacturer or its
<br />distributors and shall be availabie for inspQction at the job site, at the request of the Buildhig Official,
<br />'Ibiq NOA revimes NOA 4 W0820.14 and consists of this page I and evidence pages E-1 and F,2, as well
<br />as approval dorumont mentioned above.
<br />The submitted documentation was reviewed by Manuel Perez, P.E.
<br />N tMCOUNTY NOA No. 11-1013.19
<br />Expiration Date., JanuRry 68, 2014
<br />Approval Date., December 08, 2011
<br />Nge 1
<br />eamplykewilb do Numn
<br />aU114*1gCWd __., "
<br />., % k I 111111, �
<br />I%V - �v LYNIV
<br />�P
<br />No 58705
<br />% STATIO/
<br />A. LYNIV MIWA', RE.
<br />FL P.E.9 58705
<br />co
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<br />
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