0
<br />R�P�n pr�par,,� r"'. I _ic I�P'.]', (tri-te,ick ETI SENU�,O) - 9,22 2005 11 32;04 A�0
<br />i
<br />,��Ne, ivvr�d fon lrii.io SpioLm, (Imm,kETL SLmKC) ,in 9122'2005 1 1!29:29 A.A
<br />Rev-1 nrer-ed for: I mle Sprol-ijntertck EFL SLINIKO) on 9.21-17(W I I:1,?A4 ANI
<br />I������� ��� 11 ..
<br />I I .
<br />�
<br />-
<br />_M39MM i : I ;
<br />.,
<br />= I ! I � I Z IMS"Wa =�Ms�
<br />i 11 �,
<br />� I : �
<br />� :
<br />AUTHORIZATION TO MARK I AUTHORIZATION TO MARK AUTHORIZATION TO MARK
<br />This authorizes the application of the Certification Mark(s) shown below to the Product Covered �
<br />described. below herein when rnade in accordance with the authorized Listing Report, including I This authorizes the application of the Certification Mark(s) shown below to the Product Covered This authorizes the application of the Certification Mark(s) shown below to the Product Covered
<br />� described below herein wilren made in accordance with the authorized Listing Report, including I
<br />Manufacturing/Machining Specifications, and under conditions set forth in the Certification � described below herein when made in accordance with the authorized Listing Report, including
<br />I
<br />;
<br />Agreement and Listing Report, including Man ufacturing/Machining Specifications. This I Manufacturing/Machining Specifications, and under conditions set forth in the Certification Manufacturing/Machining Specifications, and under conditions set forth in the Certification
<br />authorization also applies to the Multiple Listee model(s) identified on the correlation page of Agreement and Listing Report. including Manufacturing/Machining Specifications. This Agreement and Listing Report, including Manufacturing/Machining Specifications, This
<br />the Listing Report. authorization also applies to the Multiple Listee model(s) identified on the correlation page of � authorization also applies to the Multiple Ustee model(s) identified on the correlation page of
<br />Client Number: 3531 5 Report Number; 16742-1A, 18, 1CJD� 1E, 1F. IG and � the Listing Report. the Listing Report.
<br />I Client Number, 36315 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D
<br />1 H I �
<br />�
<br />Evaluation Center: Elmendorf, TX 78112 1 Evaluation Center: Elmendorf. TX 78112 Evaluation Center: Elmendorf, TX 78112
<br />1
<br />ApplicantlBasic Listee: Florida Extruders International, Inc. ! ApplicantfBasic ListDe: Florida Extruders International, Inc. ApplicantfBasic Listee: Florida Extruders International, Inc.
<br />1 2540 Jewett lane 2540 Jewett lane
<br />2540 Jewett lane I Sanford, FIL 32771 : Sanford, FL 32771
<br />Sanford, FIL 32771 1
<br />i Contact: Name. Robert Arnoruso Phone: 407-323-3300 : Contact: Name: Robert Amorusc, Phone: 407-323-3300
<br />Contact: Name: Robert Amoruso Phone: 407-323-3300 i
<br />I
<br />Product Covered: Milestone Single Hung Window I Product Covered: Milestone Horizontal Roller Window Product Covered: Milestone Fixed Window
<br />I TesUng Standards: AAMA / NWWDA 1 011I.S.2-97 SBCCI SSTD 12-97 ANSI / I
<br />Testing Standards: AAMA I NWWDA 101/i.S,2-97 SBCCI SSTD 12-97 ANSI I i Testing Standards: AAMA / NWWDA 10111,8.2-97 SECCI SSTE) 12-97 ANSI /
<br />AAMA / NWWDA I 01 MS 2-97 State of Florida Product I AAMA / NWWDA I OVIS 2-97 State of Florida Product AAMA / NWWDA 101118 2-97 State of Florida Product
<br />Approval Rule 913-72 1 Approval Rule 9B-72 Approval Rule 98-72
<br />1
<br />This document is the property of Intertelk Testing Services and is not transferable. Only the ; This document is the property of Intertek Testing Services and is not transferable. Only the � This document is the property of Intertek Testing Services and is not transferable. Only the
<br />i
<br />Applicant may reproduce this document. The Certification Mark(s) may be applied only at the � Applicant may reproduce this document, The Certification Mat*(s) may be applied only at the � Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
<br />i
<br />above noted location of the Party Authorized to Apply the Mark(s). I above noted, location of the Party Authorized to Apply the Mark(s). � above noted locabon of the Party Authorized to Apply the Mark(s).
<br />I
<br />I
<br />-
<br />. - I
<br />, . I I'll, I I �
<br />. - i I . 1 ilillilli�i_ ,_
<br />- :�
<br />-
<br />.
<br />. I I :
<br />I
<br />11 I I - -
<br />I - I .11, - :
<br />- , , :
<br />... 11 11� "I � 1:1 "_.. I im
<br />,.
<br />� Z'_ I I � 11 11 .. �
<br />This document supersedes ail previous Authorizations to Mark for the noted Report Number. I This document supersedes all previous Authorizations to Mark for the noted Report Number, : This document supersedes all previous Authorizations to Mark for the noted Report Number.
<br />� I I
<br />i �
<br />I
<br />! Ir .
<br />. � . � � I AlaidilarlitodO .,� � 49- 1 . A111011411111111 a -_ A&C
<br />i - I Ir _ owmauhmomr.orormom M~ I , . r ftwilLahmaiI,10aniNiallon-Wringer, —
<br />. �
<br />I �
<br />� - � �
<br />owbgr 1110,40F, I.I.-
<br />in atr ks, W. 10� "�
<br />�
<br />Aullikariiiiiiiiifft _ 44� . amulsk
<br />vot"I tah"PN cordmadian hilimaw � 60=1 .,V= .4 11! ,. ., AM
<br />I
<br />I I
<br />Florida i.mr,di,r, lra�jrarlimal. lr�.! 12632; R,IS�i,22 2005 l0;05_k.N1
<br />peig� I ,,f2
<br />I
<br />I . I � �
<br />.
<br />General Notes Drawing for Milestone Series 1000, 1600, 2000 and 3000 Non -impact Resistant Aluminum Window and M _r� -
<br />Patio Sliding Glass Door Installation Details �- R" A,
<br />S: �, F� 9
<br />These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration .5 .6 �, 6 4
<br />f 11� . -
<br />Products and must be followed fully. This General Notes drawing shall be used in tandem with the product specific installation drawing. I$ ,_ -
<br />4LQ4VAqL&= WSOM m9alcullio
<br />1) SHIMMNG�
<br />4) VJCKING�
<br />a. RANGE "E WINDOWS - Shin? as flWaked at each laStiulatloafestemer With Wd
<br />& One tpl(lx) wood buddrg:
<br />later" shim. The M101hraiiii allowntia Adna 6" to 00 1/4'�
<br />Ir. FrN FRAME WINDOWS - $ban W MqWlied at each installation fastener With ioad bearing
<br />1. Applies to 9 ren,strucharaI bucks lass than I 112" italdiness. Not Intended tD
<br />Shlift. The Maidnailirl aNOWWe an" Aad� 0 be It4', APM a bead OfVt**M 116
<br />limit to nominal one by wood buck only.
<br />adheow? sealart or approved equal at the fineu,ner location Prior to ine" Vie taun to
<br />3wire ft lam W the Ootioldrialia aricti-w-do. ft� Fall bearing bebwean the shim,
<br />9. One by Wood Wd*g 00 tea secured to the sulastrate (masonry, concrete or
<br />substrate and window ftme - requirad.
<br />structural wood building or firar" using feavers suillable for the wialkation
<br />L in the cisk writhe the nahking cipticin Is analiklinec! with lamed windlins, ghlint can
<br />1- if" wo4woorKwwokoom "W9499 Prescel"Altalling
<br />be Inuted to the wilitkar, spa=wtw�wood am Feclured, It is not
<br />W"NAM forthatudifte"Stailba"cakied.
<br />imoorail� that the sh" W 0 0=
<br />Z I the lanxiludspedfic Installatich, *ewing does Prescribe, faiteraing
<br />c. SLIDING GLASS DDORS-Shina asiredgired attach installation fasbenerriath klial bear"
<br />requiramentisfix the biddrig, lasterang must only be suffiJeatto
<br />shim The hilaidmium allowable shim saidi be be V4'. Wad bearing Oft at Oil mult be
<br />,
<br />mailintain Position oil the budft during window Installation.
<br />phem". rreateral Wood � plardic arld east be cimplenePy enlapsuated in werant cir so
<br />a. kista*,bL*OworOes4npvienkmlofreoxdmw$POM
<br />4'. (banned.
<br />mathocl to secure one by wood bucling to substrate to Witalle,
<br />Z) SFWNG ft-rWilell FERESTRaiTTON MMICT AND SuasTRATE & Son SEW SEALW isee
<br />Windom instalwilon.
<br />Disclainneir Slaternent ab�Y.
<br />b. Two by (2K) wood budding or finarriiing;
<br />a. GENERAL -SEALANT TYPE (not applicable whan a specific brand or tylle is required)
<br />L Scallart type "it lac chosen blued on the sealant morea4durtrIs
<br />1, Ajokii to all structural wood bArs aradjor framing at the haid, jamb or 0
<br />recommenda" as it relates W nobeitAs to De sealed, erearoamenull coadillons
<br />equal 0 old gnaft Man I Ur llaidiness,
<br />and intended ,rse-,
<br />il, They " be securely fastieded bD transfer the lamd to the haasionry, conarm or
<br />odair straAwal **O"W per =1 Iraq Sacticla JM7,4A 2W FK-W%
<br />b. WINDOWS - FLANGE FRAME
<br />Section 1717.S.4 anif 2004 FBIC-lialslilentlat, Section IROMandfor the onvinlear
<br />L Adhesll�.S-M-REQUIRW
<br />of reocrifs details as applicable,
<br />1, U VWI,tmlls.dh-*its�mmtofapwvf.oeq,wbetwt�.ww4ows
<br />�*�v*�bng,.w4ve,c4mta..Vteso(cKob,ws"ioxqtTudio.)
<br />t)L���
<br />4" Full [tallith Of 34
<br />2, Applid.ton af %Aarn 116adfinsain sealantalrapproved equal arim
<br />-* wft "albra, monalia,dwer's reccenwridirularre
<br />5) All Installation laManion; must be made oftwasion resistant mutilates or tam acerrosion
<br />IL Sealant RECOMMENDED (see DisclManer)
<br />resisolt cielting app,110 quit" fbr at avircnanent mWor framinIt material, Where fesbaw
<br />1, Use "aland balairw -ladew Range at head arid j"tm
<br />are used in prissilrevviservistive VW40 wixid, the wood sintler shall be c$Ww for
<br />2. Ust s6alant for perlimeter sera around aftew of flange, window
<br />roccimmendpition of faterwars; competilaile with, the presaxv,praserval0inne treatment Prod= used
<br />munift Ila end V seat heads of IrdRiallillion Withers.
<br />6) AN W supprod holes in it* filarial (if required) will he as blows.
<br />� WINDOWS- FIN FRAME
<br />& SiWdonaltaribral"wood-Uppinglichnne.
<br />Adhe*m Seal - NOT REQ1,11RED
<br />ti,� N16i' In dimaeller lor all #101 wood or *OV screws ilrid NIV diameber ionerake
<br />,L
<br />L Sealant-REMMMENDED(seaDoicaaffier)
<br />$Cie.$,
<br />I' U�se"*b��k4wb4*wftw*eattw!adsifland)amb&
<br />c No.29stmdrObitforO.131'gw*dWANDW,s,
<br />2 Lise**atitWperOrKterftolomr,4c*wiw.f%wWwl,Ov.
<br />cl. No, 33 Out drill bit for 0.11r shar* diameter nak
<br />niounsing fin and W star heads of Installation NOtharlers.
<br />d, S-IDING GLASS DOM
<br />7) Cancrelie screws Q;Or aloctment to masonly or aximale substrata)
<br />L Adhe*m Star - NOT REWRED
<br />it Mechanlaitty Rinatened Corners - REQUIRED
<br />a. SW be *W head mom otherwile Indcated-
<br />1. SkflrqGl�"D.mm,.V.di.'Kr.d*d4)v.,.eeDndtion*gh-
<br />T it un naminal diarrieter of 311V unim o1herwise nolled.
<br />b. Shall haw
<br />Jwr* arid 0 o"ens aWed w1h a -all jc&A stern sealani.
<br />:m
<br />c. Shelf hole minimiun orribedinecr of I %. #0 the ouncrelo, masonry or concrete bbod,
<br />111. Sealeni-REO)MMINDED(stallisdamer)
<br />or masonry urft (04)) reoelft the point unless otherwise noted,
<br />I - 11� sealant behind dw flange at head & jm,ft 4M behind! he* ship.
<br />d. Shall ham an allioielable worling load in shear as no* on thei Varis UW on the proiluct
<br />. Lberally ap* iliialark .Ader 0 or at Oil in bed of w.t -acrom Sol
<br />spedfic wwagotion OOY*.-;.
<br />between book conner a 011 rhsw and cancrete. Seal all flaskiner hates
<br />prior to instaloV nistbrier W around heall aflba, installaborl.
<br />L Worldrig bad is defined as the ulbrinato load determined by beat ilivided by 4 as
<br />3. Use slipara, for pininiew seliall woural entediur of doex and tw~ hook
<br />dift"ned ead publisheil by lhe concrete screws manullclainver
<br />." 0, back for p." calors and W wal heada of Jostallartior, lastenem
<br />1. 7 the allow" sheser i0ect eareedn the above minftaaum� required nurnbar of
<br />3) MATERIALS:
<br />Witieners shainin, on de Inslallation drawings CANOltn' be decreased
<br />a. If ft allowable shim bid is less bw the abeve ffirearsan, additional 9W
<br />a, Windoli and Olding glass door frame, material Is Aluminum Alley 6M T6.
<br />aniiineoring analysis meating the bdicling code aid accept" tD the Auftrity
<br />b. Qin,cneR, Screws shag Meet it* maninnerm requirernem of Here 7
<br />Havrag x1risdiction WO) WILL. BE newratt.
<br />c Wood Scraws shall enter the requinament; of Nobi 8.
<br />e. concrate screws" bedfouffidentlaingth so that the minimum enaliblernwitinto the
<br />d. Tappiry (Le., Sheet Mecal) Savv4 whan used In ku of WoW Screws " mW tne
<br />neceft" subsow (Member realk" I* point) is NaK
<br />`q-raerits of Ndt. 6.
<br />f. Minimin Edge Distonea of concrete sorter fasteners Volt lie 2 W I from the edge of "
<br />e. Nos shall meet the requirements of Note 9
<br />slibsbartae for a 3116* fthreter cancrelie screw.
<br />f. Candalwe ReWstanar, Condrap for aniallatien flinbeinars, anial meet the nalunament; of
<br />Nol. 5.
<br />ii, Concrete blacir a concrete masonry units (CMU) OW meet the requirements of ASTM
<br />(IM).
<br />h. Concrete " -led the aninirrian re**.rwft of the Florda 30cling Code (duniriiini
<br />comianisO. so.np af 2500 pal),
<br />, a,� jz
<br />'a , � I! a
<br />i ; I I -
<br />M
<br />DISCLAIMER
<br />The purpose of this installation drawing is to
<br />,; I
<br />. N
<br />V - I
<br />.
<br />present the manufacturer's recommendations
<br />� �
<br />,
<br />for anchorage [i.e., concrete screws, wood
<br />screws, tapping screws, nails and Vulkem
<br />Structural Adhesive (or other approved
<br />E 12
<br />equal)] to achieve the design pressure
<br />j§ gg
<br />specified on the fenestration product as
<br />.
<br />1 �z t $1
<br />required by the 2001 Florida Building Code
<br />- 0 � ig -V
<br />428 - cag
<br />(FBC), Section 1707.4.4, 2004 FBC-Builcling,
<br />$action 1714.5.4 and the 2004
<br />f. rt g -.9
<br />1 s - �A -
<br />P
<br />FBC-Residentlaf, Section R613.6.
<br />, i� N -2
<br />.
<br />Recommendations regarding fleshing,
<br />Ceti -
<br />=
<br />16 .
<br />sealing, sealants or otherjoint sealant
<br />Z .51
<br />I
<br />practices does not constilute a warranty
<br />either expressed or implied.
<br />- .
<br />9 �T 1� I
<br />� 2
<br />V
<br />ID ;
<br />NOTE ON PIE SEALING
<br />N
<br />Original drawings with two sheets (pages)
<br />"z
<br />,a �
<br />� -
<br />are reproduced on one shoot front and back,
<br />,� ,��
<br />6 i I �
<br />When reproduced this way, they are sealed
<br />R 2
<br />0ai
<br />W
<br />on the first (front) sheet only. In response to
<br />9 i �
<br />Robert Amoruso's inquiry to the Florida
<br />11 ,
<br />- ; I
<br />S
<br />I :
<br />Board of Professional Engineers, the FBPE
<br />I
<br />at heir meeting on June 20, 2002 responded
<br />�Tj �
<br />that in such circumstances, it is acceptable
<br />,
<br />" - ��F. k
<br />for the sealing PE to only sign, date and Seal
<br />M I I _� ,_
<br />�_,
<br />the front sheet of the drawing when printed
<br />on the front and back. This was documented
<br />IR"'N"
<br />� . , ,
<br />by letter to Robert Amonuso .... -Y I,,
<br />Date: 11/14106
<br />2002 from the Office of the Attorney General,
<br />Scale. NIS
<br />State of Florida,
<br />Drawn By, RJA
<br />I Chadood by; JH
<br />Robot 3. Arniankso, P.r;.
<br />FL License No, 49752
<br />. ALMS& 11.
<br />........ ........
<br />,
<br />, .11 t
<br />,
<br />%
<br />i
<br />, if 4
<br />.. I
<br />filt'... '..
<br />a
<br />', 0 0 .
<br />-�. � 4 ,
<br />.1.4-1
<br />Drawing No. F 201007
<br />Sheet I
<br />1
<br />of 2 1
<br />General Notes Drawing for Milestone Series 1000, 1500, 2000 and 3000 Non-lImpact Resistant Aluminum Window and
<br />.
<br />� -
<br />Patio Sliding Glass Door Installation Details
<br />pl� � _-4
<br />�
<br />E; Ce & g
<br />9 i, A
<br />8) Waad Screm,and Tapinalip (shlietMetili l5a" (fartrattillation,ofialhalow or door frame In wood bud 11) The Milestone Series 1000, 1.500, 200 arid M Non-larpact Resistiont Aluminum Winclow and
<br />framing
<br />1! 1 � I �
<br />or substrate) Ratio Sliding Gm Doom Installaton Instructions; comply with the folowing:
<br />a, 2001 FBC, chapter 17 Sections; 1707,4.4.1 for anchoring requirements, 1707A.42 for
<br />,% , � -
<br />.
<br />a. wow sm� & r apping, scr�-*a be*FW head when used With flange frame wirdinys, masmy, concrete or other structural substrates aid 1707.4,4.3 fbr wood or approved
<br />i
<br />? .88
<br />b. Wood Screws SiTalViliVScrairshall be'larl'bilealwhorialiWinibiliftlyame winows. framing members.
<br />1_ Wood savil" Ifireet ANSI 511146,1
<br />. � 8 IS �-
<br />1A -
<br />shat thmensional "alokal"anK b. 2004 FlIC-aulkling, Clualptair 17 Sections 1714.5.4.1 for andhoring requirements,
<br />�
<br />A
<br />d. Tapoki screws "I raw ANSI 0U.4 Orniansional re-remantsi 1714.5.4.2 for rnallonry, concrete or other structural sultsbabas and 1714,5.4.3 for weed
<br />all I w.
<br />1
<br />a.
<br />. DWrmWan$embaftmtoaoi�OiKO6�,*Wto*fn"wm*a". or approvecl franning members.
<br />, �
<br />m
<br />?. if w..6,boadistosA phe-bon, beleal", Ititivinsirlb—Dexilin Salecificalloia - —
<br />, , _ c. Z004 FOC-Residentiol, Olaptia, 0 Sections 4116A for anchoring requireinteltS, R60A2
<br />:2 R �
<br />car"OKOe"), for masonry, ioncrete or other structurat substarrates, am R1513.6.3 for wood or approverl
<br />L No-sniq0screw-1/8,4wrowpilottlola.
<br />a r,
<br />franaing mearalblim
<br />1. No,10�-�scew-0/641di4wt0p&*�*
<br />W
<br />, �vfsuiflic firtlier so tral minamunn thft
<br />9. Wooi(ScreftaTappingScrawthelli-b- It, 9W dnaent 12) Mileiame Series IWO, 1500, 2000 and 300D Noin-Impact Resistant Aluminum Windoii" end Raft
<br />IAID it* reomft suintrate (mariber recsavlr4 ft palry) tOmet
<br />h. Wood screws &L TalatainliSdrawrallinall robe LoW twIlbstan" Into theexill grain of wood Sk" Glass Dom am and labeled . acodclancie with the fialIowing.
<br />.
<br />�- . E
<br />I
<br />1. wood screw it Tappal - . a. Design Pressure (Performance, Rating) tested In acairciance with the following. A
<br />..�,sqm allowable- M" go vatiodralval loaftew to generate permanent Mel Is placed on the home inleating the reclukamente of the folialling.
<br />1 � .1 ,
<br />�� E ,I
<br />fasten" tectullernerb am based oft a specillcgraWy of 0.% ftr sprual~r CSPF; unless
<br />L X01 FSC Section 1707.4.2.1,
<br />,b
<br />otherwise acted.
<br />i. Wood screws w#%stic Inserts fSlafing Om Doo, SillIntitallation ONLY). Factory applied A� 2004 FOC.-Ruilding section 1714.5,�.J, anif
<br />, ill. 2004FDC-Ribildan"Sectlo"R813.3.11
<br />� 8 ;'� C5 --i"
<br />'�, R -. .- M
<br />irist8ilAffad fmgwWhDWindwsIRFIOtumdfbr=Kfd*ar�InOWMwsW be anchored b, Applied Loads one Glazing Wind Load Resistance in accordance with the following.
<br />.1th Oil$& the loy"idni "kedraints, L 21DOI FDC Section 2405.3,
<br />N _B5
<br />1 § .11 di 5
<br />N
<br />11 1Nc.==r==.=L-1""1
<br />I. sh,*be of a ~. les9th to pnwhin InIa, I b. embedment into the concrete 9 20"FOC-aulkhrigSactlanI714,521,
<br />W* 2004 MC-Resiclental Section R613.2 & 11,15133A, and ASTM F1306.
<br />Q - i �5
<br />,
<br />1 U A
<br />,l. =14boura tillor vabst belew with allialiable, shear � A rion-piir"nest labal is placed on each fight oil the window in door designating the
<br />&.0 �
<br />I S .
<br />=t. 2A `10=4 74 it* working (LAuhaW4)L lyps and thicknessi of the (its** meow the recallrements of the Following,
<br />t i '7' �
<br />A. No. a .== .,,- t Bed: 1. 2001 F8C, Section 2403.1,
<br />.
<br />bil o
<br />�
<br />I. " billail'sufflIdentleingth copuvade thin- 7181n. embadmentinbD the 11. ZOD4 FOC-Buillfing,Secdon 2403.1, and
<br />A z 3:
<br />fte or m-ry- N. 2004 FW�Resideiribal, Section R308.1.
<br />1 AW1011shlillbe Ora tyinesillallarV liviseilililicted below wrinallowa0le shear
<br />__
<br />*
<br />-� �
<br />.t�
<br />iobagreater thaiavracivalt*�Alllbsuftmate and 6L ft weiciding (-mate-14). 13) Overall Performanice Rating lor ferres"itim aneirnw.
<br />a. The ovenall asinambly Performance Fiating shall be based on the lc� offakwing,
<br />- . I 1, Test report design pressure based on Me lower of the structural, ak infiltration
<br />5
<br />9
<br />A
<br />,-
<br />, ��
<br />.
<br />�� arid water penebaban tasting in the positive and negabre directions, and
<br />� � I-, I I,- I ion reocaided on the lawmanent label andler test report
<br />'475
<br />�
<br />a
<br />I
<br />1
<br />ij�
<br />I
<br />Ftftdpko*ArA*W PIA"it Plug A. Glass; load resistance from ASTM E-1300 recorded on the non-permainert labal,
<br />�k
<br />o I
<br />,
<br />I =
<br />b� Glass thiclarless my be greater than the test specimen per the requirements *fASTM
<br />S I
<br />w-
<br />Cr 12,ib ab/ o
<br />9) Nails (for WsOlkilan of Maclon, or cloor "me In vebod h,--.k dr hanning --bobabe) E 0W inj��a irpfi:�;�W�pw
<br />i. joi/ ,$.2 A440-05,$Kwn 0.2�2 & 6.2,Z
<br />-
<br />&�
<br />�
<br />� �
<br />the specifter shall specify a dougair pressure in allow the manuhicturer to gaile
<br />a. Na&-shaffeathernWOmumseqt*tn*rAsofd*XodudsoecftkwAlMbmdraww,sfbrde Ira pro" ta meet ancifor exafted the design pressure requirements Of the
<br />follooring tharwa,aistits.
<br />-
<br />Tri
<br />projed or the specifier wil Wecify a V.vs typa and thickness thiall meets anall'or
<br />. i, shwap Dialmitar
<br />M
<br />I
<br />%14
<br />;!r! z,
<br />1
<br />I
<br />iL HW DAmew exceeds the design pressure requiriawits Df the project
<br />1___T_
<br />�
<br />-11
<br />1. Round Head Only for r4mlow Installation. 9. The glass hype and! Wideness specified by the spectiler will not be its$ than that
<br />2. As specified on the product sandfic: Installation drawing for One By Bec" used with the test specimen.
<br />Daft; U/14/0's
<br />Sl NIS
<br />alistallecon, lfapocA*.
<br />b. Nab shiall allot ft I cidatinal"I relulkardelitS OfASTH 1`11567, 'StakKierd Specification of 14) The winckinn, shall not be insledled an weas whena the applied trensaninea winill loects il-osial it"
<br />Driven Fastakorn t4llIs,$je&eaaad$00la%-' allowatile, design pressund based on 134 aborre.
<br />Drawn Ely, PJA
<br />c� MiliblisNad In orar,ld thefiallowliag tinallaillarRepar,ts %C-Ek we w"Joalialt.org)) am
<br />,
<br />chaduld or. jH
<br />prewredr fz� wit'Wininiolitumlihanii.arill bew laamebenlaae rhairoulad, 0A arm 15) Urratoddre, of Lis.
<br />I
<br />mainctiabory. a. The winilows shag be Installed in acontlanoe with the Manufactaiverls installation
<br />1, NER7279, Diawings,
<br />a. ESR-1539 tri, Fagrenlar Sine, Type and Spacing am determined by the type ofteciskrurbon parthe
<br />RL mallaraineelownerapulliksaactei,awation � Report Manuiecture6 Insdaillietion orawr1w
<br />- �
<br />4. Nails SWngtius oiled fer higianaM k4olft joll 9* df wWd. c. The winOms arid patio dom shall " be Innitallad in areas where ft applied arlanwerse
<br />.. - allinilable talent and vilibillavAl Weds usafto,gana A.-Ing, requirements are based wind leads vweed the allowable, design pressnine based on Me fallowing (see Note 13).
<br />, , � ,, -nalefa
<br />-*O,edkowtior'D.Sawigwum,ow#rt"I unlialisaltlbnrwrili�hlrvd, 4 led report 4eW Pressure and/or
<br />f. It wow W101ii W so, Pfe-bofe, lot$ as Well (National De*n 4MOAmom W wow u. gLassbadres,Ox-md0w-k*k=ASTMLIIM.
<br />Comiffudaah� d. MILESTONE Series ION, ISM, 20DO and 30M Non-laspact Resistant Aluminum
<br />4 O.'111' 414. it* - #46 4WI On fakt,fole. Winitows and Patio Sliding Glass Doors have not been evalildiod for usle in High velocity
<br />W, OUWr#W���oWhWsAot0000*q,75%4f"naWsMwieW&smciuired. Hurricane Zones (Proward and Dinle Counties) or jo Windilomia Detail; Regions; as
<br />ileffirned In ft 2110% Florida Sukft Cocle, 2004 Florkia Ouliclin$ Codia,10" and 2004
<br />C1 Ewtsbation Asatimbiv Design Fbilslillm ftailiho & 89&gk&2=A"0 Floricla, building Ocide-Rasiden4al and shall not be usivif ir, the WOM
<br />e. MAJESTOW Series IOW, IM, 2W and 3000 Nori-Impact Resistant Alunalawn
<br />10) The buyer shooldorwirldowsund Patio 0051,11 thetwillfraiatillow*4 vAdkr uinemorrishaw Windoors arrid Patio Sliding Glass Doors may be used in Wind -Some Debris Regions as
<br />1� � "
<br />grithebuilder'sirrifundstinai Milealic," 0-oclocaspladiltdidw, 'fae POO 30460 Coft and ft woes defuled in the 2001 Florida liluilding Code, 2004 Rodda a6ft Coele-Buillf[rill and 21104
<br />I
<br />or code llrrrend� aft' k*'t6nad by beat b0i deportrients. To assiurt coolpliance with the -Ravidental that Ne, outsift the High velocity Hurricane zones
<br />, ft - , Hlwidla iluildiang Celle
<br />v ihe striacturea, itigaireareadOvith re ;
<br />ouldling wde, tna bww mak4ulow , , , giv*al postive and negatile (Droward and Dade ruunties) V a Florida Builkling Code approved shuttleir assembly Is
<br />I I I
<br />I Drawing No. FLEX20100
<br />braldralra; And 4'ress.0ocumialiatimptonricied by "wicia Extrudes, for Its omplom to protect the winciaw or the taiwing Is designed as I'latially, exiceacl in
<br />==no ==W-d-x";;� test ft-wo kviativr diatlyis Sheet 2
<br />of 2
<br />,"a occordArica with applicable FOC Coft Sodom
<br />.
<br />-
<br />1.__ --..J
<br />rk,,id� F,trad- 3rit-ti-.1t 1-.: 12633. li- S.p 2� 2003 10:25ANI
<br />Rq,on, prepar,d tor: Frai;ie Sprol.s (Ino,mk F1 1, Sl�,MKO) or 9123,2005 2:24:04 P-4
<br />m.
<br />�
<br />rMUMM
<br />�
<br />AUTHORIZATION TO MARK
<br />This authorizes the application of the Certification Mark(s) shown below to the Product Covered
<br />described below herein when made in accordance With the authorized Listing Report, including
<br />Man ufacturing/Machining Specifications, and under conditions set forth in the Certification
<br />Agreement and Listing Report including Manufacturin /Machining Specifications, This
<br />authorization also applies to the Multiple Listee mcldel�B) identified on the correlation page of
<br />the Listing Report.
<br />Client Number: 36315 Report Number: 16742-4A, 4E, 4C, 4D, 4E, 4F & 4G
<br />Evaluation Center: Elmendorf, TX 78112
<br />Applicant/Basic Listee: Florida Extruders International, Inc.
<br />2540 Jewett lane
<br />Sanford, FL 32771
<br />Contact: Name: Robert Amoruslo Phone: 407-323-3300
<br />Product Covered: Milestone Sliding Glass Door (SGD)
<br />Testing Standards: ASTIM E1886 (2002) ANSI / AAMA / INWWDA 101tIS 2-97
<br />State of Florida Product Approval Rule 98-72 A$TM E1996
<br />(2002)
<br />This document is the property of Intertek Testing Services and is not transferable. Only the
<br />Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
<br />above noted location of the Party Authorized to App� the Mark(s).
<br />,ii0#11IIIIIIIIIII
<br />�
<br />., l! ,
<br />" ,
<br />-
<br />,
<br />iM4
<br />This document supersedes all previous Authorizations to Mark for the noted Report Number.
<br />-
<br />As or A"r
<br />"_ ., 1, ow"Itut-Evoina-111-1111—pir
<br />.
<br />.
<br />"-**';T=4ar�."o*j.a%
<br />" =2_114-
<br />Page 1 .17,2 Fl.ridia Exrudm [aii-4w,il, Ini,. 1 IZ6341 Re,: qep 23 2005 1:2911M
<br />EVALUATION REPORT
<br />1-1------------�""--,-,--,--."----, __ ,�,---,------,---,—�---.-,--=-�,----�—�-.--,---,-"----�-''----
<br />FLORIDA EXTRUDERS INTERNATIONAL, INC.
<br />MILESTONE ALUMINUM MULLIONS
<br />FOR USE WITH MILESTONE SERIES 1000, 1500 AND
<br />2000 WINDOWS, IMPACT AND NON -IMPACT
<br />RESISTANT
<br />Category: Windows
<br />Subcategory: Mullions
<br />Report Prepared For Manufacturer:
<br />Florida Extruders International, Inc.
<br />2540 Jewett Lane
<br />Sanford, FIL 31277
<br />Report Prepared By:
<br />Wayne A. Block, Ph.D., P.E.
<br />548 8 Hwy 27
<br />Minneola, FL 34715
<br />FIL License No. 52583
<br />P.ge [ .f2 ! Evaluation Report No. FE11002
<br />.
<br />one By W0001 Seat Between
<br />Masonry Opening
<br />Buck Others - Wood Buck & Mos'y.
<br />l� By Others
<br /><Note 4x upenIg By Others
<br />a (Note Za & 2.b.0
<br />Seat -Between I —
<br />Window Flange . -7
<br />& Wood Buck 1 1/4' Mim
<br />-\\ - b, ,s E_,)Icedmert
<br />(Note 2.a & 2.lo�0 , , �
<br />\\, i
<br />I .
<br />- �� 1 V4' Max, I
<br />----. __ _ __ - - __ _____ � - ! �'k _`�- ----
<br />/1-L1101 __ - Shim Space
<br />I---- ___._____________1_
<br />1L.__4__ -.---"---,.--.--
<br />Stucco J
<br />By Others Shim As Req'ci
<br />Perimeter (Note 1.0
<br />Y
<br />—
<br />'-"___� VIEWED FIFROM
<br />A
<br />,
<br />A EXTERIOR
<br />1 I 1
<br />A __ ' I-
<br />D - E
<br />- __�
<br />f
<br />-
<br />I i -_ B -K B
<br />W H, F - �----- - - G
<br />DIV - ---- --- - _ 1-114' .1r, .
<br />A -
<br />(Buck Width) 6N.0men't - PZ I
<br />1p
<br />(-.,\ . .
<br />One By Wood � ,� W >
<br />Buck Uthers ---,, 0 � � - P3
<br />(Note 4.0 _,�, - :2 0U. � a. g ,,i
<br />� Vi V t, ; 10
<br />wll _r, -0 - T I '�
<br />ShIm As Rvq'cl �& mi�h 1W 1� ff
<br />� L*].,� i � I ,
<br />(Note I-0 Ab�v. I A,
<br />5 Me 9 I .
<br />mg V
<br />(�)_ RUV, b
<br />__ __ ,U V T- I ,
<br />-
<br />I M AI4 k
<br />11 10 .
<br />,c F �
<br />0 r,,
<br />0 0 U.
<br />I
<br />Seal By
<br />Others
<br />(Note 2,a
<br />& 2.1al)
<br />6 I
<br />-
<br />FA n7
<br /><Frame I ___� � I
<br />Height) I BA
<br />I
<br />! (Buck
<br />I I [-(:D Het�ht)
<br />.
<br />1
<br />H � - :_ __,! , i- 1
<br />... __j
<br />I
<br />j
<br />, -.1 E L- EVAT 0 N
<br />PARTS LIST
<br />1 Head - Flange Frame Concrete Or
<br />2 iM - Flange Frame Mosoniry Opening
<br />3 Tamb - Flange Frame
<br />- By Othei5
<br />. I I
<br />_LV - §i
<br />- Jim ,!' I
<br />3 :, A�X ati §
<br />. L-ti-
<br />Seal tween erimeter . . . El 2 l;l
<br />. I. � Below � R
<br />Windo [a . , '.
<br />Seal By I . I ft.-U,io
<br />& Wood Bh Others . �"e.. S?.Jkl -� j t_b
<br />(Note a.0 & 2, 11) Note 2.a r. . !I 9 - '. P
<br />F.. & 2�iaii) "' I , . I
<br />— (Frame h) . . i I -k I. �g
<br />. a 3�
<br />Stucco By er5 Seat Between � i7i 6
<br />t ? It I
<br />SECTION 13-0 & Mas'y. Opening
<br />By Others & I � E i
<br />.-, 2 1 AA
<br />.
<br />(Note 2,a & 2,b,li) .
<br />Perime-er 1
<br />Seat By a
<br />Others interior 1
<br />"'A,
<br />(Note 2,a FlnIsh
<br />"No
<br />& 2.i�.11) I By O-Thersil
<br />Lt2o 11, --,----
<br />' r��' I / i
<br />,,
<br />.
<br />� , V
<br />I 'r Iq 17
<br />. 17
<br />4 Tiii7RO - Sash V � , =
<br />5 Jamb - Sash Concrete Or , �!i
<br />6 T4��irrn Blai I 19 . Masonry Opening 11
<br />i - By Others .5 i
<br />7 C4airlmll - Sao We (8) and (C) 1-3/8 % Ji I
<br />8 3/16' Cha Flat Head Concrete Screw j�i, ,�, : It -
<br />Min, Em' >
<br />* ,
<br />with minimum working kl� in shaar . 2X4, 2X6, 2XS W000l Buck 1 13
<br />r .: 12�n ;��, 11 I I
<br />u` -_ By Others (Nnie 4.b, L and S 11
<br />180 Its at 1 114" embedment. See Note t . __� i W
<br />-7 1
<br />, ,
<br />N . 14 10
<br />. I 19
<br />(1) on Sheet 2 & Note 7 on Drawing
<br />FLEX20100-
<br />I � I
<br />n 151
<br />L�� E&V 2
<br />(OPTIONAL) (Note 4.c.11.2 & M> 1, - Big
<br />-
<br />V ,� � , . - ,
<br />lu ,q ,, 'I I .
<br />, .
<br />, IQ 1�7 Iq
<br />, % I ,� I .
<br />, , lu , lu 1q
<br />1� %, Iq IQ ,l`
<br />9 #10 Flats Head Wood or Tapping $crew
<br />with a minimurn embedment of 1-3/8'
<br />into 'Structure I Two By Buck or
<br />Frarnlng� See Note (L) on Sheet 2 and
<br />'_ t �� �
<br />, ,;4
<br />- � �
<br />� d .;.
<br />"
<br />* I
<br />,
<br />Seat between window �Prvrast SlIt by others._j I
<br />flangR & precast silt Configurations may vary,
<br />w/Vutkem 116 adhesiv
<br />seQkant or approvecle equdL,
<br />Note 8 on Drawing FLEX20100,
<br />10 #8 Flat Headl Wood or TaRping Screw
<br />with a mirilmom embadmorit of 6181
<br />into the 'Cine By Wood Buck'. See
<br />CTIDN A -A (ALTERNATE) Shown. Also DOW 3/42f07
<br />applicoble to Spction H-6 for instailation with tw Scalin NTS
<br />Drawn Wr PJA
<br />by with or wZo one by wogd bWcks. Ch ell, M
<br />(Note Zlo.]) NONE (K) on Sheet 2 arid Note 8 on Robert J. Amanw, NL
<br />GENERAL NOTES Orawnq FLEX20100 DISCLATMER: The purpose of this Fl, License No. 49752
<br />(I to 16) See General Notes Drawing FLEX20100, Sheet I & 2- installation drawing is to Resent the
<br />(A) Milestone Series 1000 Single Hung Aluminum Window is shown. Aim applicable to Milisslone Series 1500 and 2000 Single Hung Aluminum Windows, manufacturers recarrialenclations; lbr
<br />anchorage [i.e., 00hon0le screws, wood *Zj 4AIlil
<br />, ', *
<br />(0) Drinving applicable to Non -impact Resistant ghv,O windows. ,.1 -1. ""
<br />*
<br />screws, tapping screws and Vulkern .. ,IW .,V.
<br />' , , , ,
<br />"' '�� I. `
<br />(G) Production Glazing coy differfrom that tested as allowed by ANSVAAMA/NWWDA 101/1.S. �, IDI/LS� 2/NAFS or AAKAjWDMAtCSA 101A�S� 2/A440 and applicable Bvilding Code, Sale Now 12 Struotural AdidesivT (or otherepproved "', 4� , 11.1%.'.
<br />arid 13 on Drawing FLFX 20100 for further details. equal) as applicable) be achieve the clesign , -
<br />I .,
<br />- I
<br />I -
<br />(D) For Fastener Location & Quantities see Sheet 2 of this drawing, See Note (H) regarding deviations, pressure specified on the feriestnaDon 1 4 � 0 �
<br />(E) 0ancrete screw e0g,ir clarlance measured from edge of concretalmasonryribiack to centertne of coacrate screw must meet or "ceed 2 V4*. Wnimum size anc embedirrent per Parts LnW, See product as required by Lim 2001S,orida - . -
<br />Note (H) regarding devations. Building Code (1`59, Salton 1797 4.4, 2004
<br />�.. %
<br />(F) Wood screw edge dislance measured from edge 01 wood lo caribelfine of wood or tapping screw must meet or exoW I A, Minimum sure and embedment per Parts Lat. See Note (H) regarding FIBC-Builifing, Section 171-4.5,4 and the 2004 4:*
<br />deviatione. FOC-Residential, Section R613.6, . �0_' _ _N 0449,
<br />(G� Not used. Recommendations regarding flashing, -%0',"A III*" .-
<br />seelinig, sealants or other)Dffx sealanit N`* � ....... tl*
<br />("I Any cleviatoon less than the mininnuna requirements stated must be approved by the manufacturer or engineered by�olhei`Design f1rateemnonalln a=rdaKe*A the applicable Building Gods practices, does not constitute a warrearty
<br />and Product Approval, either exoressec! or "Plied- Drawing No. FLEX11110
<br />.
<br />I Sheet I of 2
<br />I
<br />I
<br />FASTENER LOCATION TABLE (see Elevation View)
<br />Size
<br />Code
<br />Buck
<br />Concrete Screw Location
<br />Width
<br />Height
<br />Head
<br />Jambs
<br />12
<br />18 118
<br />25
<br />A. C
<br />D, E, F. G, H, 1
<br />13
<br />18 1/8
<br />37 318
<br />A, C
<br />D, E. F, G, H, 1
<br />-
<br />14
<br />18 1/8
<br />49 5/8
<br />A, C
<br />D, E. F. G. H, 1
<br />145
<br />18 118
<br />55 1/4
<br />A, C
<br />D, E, F, Q H, 1
<br />15
<br />18 1/8
<br />62
<br />A, C
<br />D, E, F, G, H, I
<br />___ 1-8 1/8
<br />71
<br />A, C
<br />DI E� F, G, H, 1, J, K
<br />____L6_
<br />17
<br />18 im
<br />83
<br />A, C
<br />D, E, F, G, H, 1, J, K
<br />...... _ _I tLZ_.__.____
<br />1H3
<br />_ Z�__I��_
<br />25 112
<br />_ 25 -
<br />_�T'3�6_
<br />A, C
<br />__A,'_d_
<br />-
<br />D, E, F, G, _' H, I
<br />-
<br />__'__157�j�� 6", H, I
<br />1 F14
<br />25 112
<br />49 5/8
<br />A, C
<br />_
<br />0, E , F, G, H, I
<br />1 H45
<br />25 1)2
<br />55 1/4
<br />A, C
<br />D� E, F, G, H, I
<br />1115
<br />. 25 1/2
<br />62
<br />A� C
<br />D, E, F, G, H, I
<br />1116
<br />25 112
<br />71
<br />A, C
<br />D, E, F, G, H, 1, J, K
<br />1H7
<br />25 112
<br />83
<br />A, C
<br />D� E� F, G, H, 1, J, K
<br />3H2
<br />29 V2
<br />25
<br />A, C
<br />�
<br />D, E, F, G, H, I
<br />3113
<br />29 1/2
<br />37 3Y8
<br />A, C
<br />D, E, F, G, H, I
<br />3H4
<br />A, C
<br />D, E, F. G, H, I
<br />31-145
<br />. 29 112
<br />55 1/4
<br />A, C
<br />I 0, E, F. G, H, I
<br />3115
<br />29 1 f2
<br />62
<br />A, C
<br />D, E, F, G, H2 I
<br />____�!1___._
<br />3H7
<br />___9L_Y2 �
<br />29 1/2
<br />- 71 ___
<br />83
<br />__ A, C
<br />A, C
<br />-
<br />_D, E, F�, 0, H, 1, J, K__
<br />D. E, F, 0, H, 1, J, K
<br />22
<br />36
<br />25
<br />A, C
<br />D, E. F, G, H, 1
<br />__
<br />23
<br />36
<br />37 3/8
<br />A, C
<br />D, E, F, G, H, I
<br />_,__,__?�_____j�______,
<br />245
<br />_
<br />36
<br />49 518
<br />- ___
<br />1 55 1/4
<br />A, C
<br />-----,--
<br />A� C
<br />D, E, F, G, Ht I
<br />___________,___.__.___
<br />I D, E, F� G, H, I
<br />25
<br />36
<br />62
<br />A, C
<br />-
<br />D, E, , G, H, T
<br />26
<br />36
<br />71
<br />A, C
<br />D, E, F, G, H� 1, J� K
<br />27
<br />_
<br />36
<br />83
<br />A, C
<br />D, E, F, G, H, I, J, K
<br />482
<br />47
<br />25
<br />A, 8, C
<br />D, E, lc� G, H, I .
<br />483
<br />-
<br />47
<br />37 3/8
<br />A, B. C
<br />D, E, F, G, H, 1
<br />484
<br />47
<br />49 5/8
<br />A, 8, C
<br />0, E, F, G� H, 1
<br />-
<br />4845
<br />47
<br />1 55 114
<br />A, B, C
<br />D, E, F. G, H, 1
<br />485
<br />47
<br />62
<br />A, 8, C
<br />0, E, F, G, H, 1
<br />486
<br />47
<br />71
<br />A, B, 0
<br />D, E, F, G, H, 1, J, K
<br />487
<br />-
<br />47
<br />83
<br />A, B. C
<br />D� E, F, G, R 1. J, K
<br />32
<br />52 1/8
<br />25
<br />A, B, C
<br />D, E, F� G, H, 1
<br />33
<br />62 1/8
<br />37 3/8
<br />A. B, C
<br />O� E, F, G, H, I
<br />34 .
<br />52 118
<br />49 518
<br />. A, B, C
<br />, D, E, F. G, H, I
<br />--.,. .
<br />345
<br />__1_j�11__._ ... 11
<br />52 118
<br />-
<br />_._��ii4l
<br />55 1/4
<br />_62 ------
<br />-
<br />A, B, C
<br />__
<br />_Kj, C-'--"'�.'D,.'E.'F','G,-H,��t'-.�-.-
<br />-
<br />1), E-1--iz, G, H, I
<br />--- -- ---- - -
<br />36
<br />52 1 A
<br />71
<br />A, 8, C
<br />D, E, F, G, H, 1, J, K
<br />37 (
<br />8, C
<br />D, E, F, G, H. 1, J, K
<br />_____
<br />Notes 1) Only applicable to Series 2DOO.
<br />�
<br />FASTENER INSTALLATION INSTRUCTIONS - FLE(21110
<br />.
<br />A.
<br />I �� I
<br />3/16" DIA. CONCRETE SCREW WIT" NON-STRUCTURAL ONE BY W400D BUCK,
<br />� �� I
<br />(1) Where window Is installed in an opening with a non-structiral one by WOW buck for the head arx1jambs and masonry orconcrete
<br />Z M 19
<br />i A � 1 ;5
<br />sill, installation is as follows.
<br />a - V
<br />- At the head and jambs, use a 3/16" diameter concrete screw of sufficient length to achieve minimum embedment of I AM'
<br />I 2 16
<br />Into masonry or concretes. See "Parts UW' on Sheet 1 of this drawing for concrete Screw size, embedment and load
<br />I � � -?-
<br />requirements. See FLEX20100, NOW 7 for additional concrete screw requirements.
<br />I F� 12
<br />1
<br />- At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.i on FLEX20100 for the full length of
<br />to P
<br />.0 R
<br />,
<br />the sit.
<br />15P
<br />(3) See fastener location table this sheet for concrete screw locations arid any additional Installation requ"ments.
<br />1A. 1
<br />(K) Any remining fadory applied installation lashwier hale in the head at location "B" not used for concrete qcrew installation per the
<br />- §
<br />ra5terler location table shall be filled with a *8 wood =am of suffident lengit1h to provide min. 5/8'embedment Into wood buck. See
<br />'Parts Usti' on Sheet I of this drawfing for wood Screw size and embedment requiremenM See REGO100, Note 8 for additional wood
<br />R OL ?.-
<br />screw requirements.
<br />#10 WOOD SCREW WM STRUCTURAL TWO BY WOW BUCK AND OPTIONAL ONE BY WOOD BUCK (SECTION A -A
<br />-sill
<br />. 7
<br />,4 1 � -b f
<br />ALTERNATE ILLUSTRATES THIS OMON, SU41LAR FOR SECTION B-8);
<br />W § t M
<br />11:
<br />0-1 -8
<br />(L) Where window 15 installed in an opening with a struchsrall two by wood buck for the head and jambs and a masonry or roncrete
<br />Inswilation is
<br />� 3 ,5
<br />,� I
<br />Sill, as flollows�
<br />- At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/6' min. embedment into the two by wood
<br />b S
<br />2 I C - I
<br />buck See "Parts Liff on Sheet I of this drawing for wood screw size and embedment. See R-EX20100, Note 8 for additional
<br />i E it P
<br />- -1
<br />wood screw requirements.
<br />F So
<br />�
<br />a At the sill, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 fbr the full terip of
<br />I
<br />A
<br />1
<br />the Sit.
<br />(M) If a two by and one by wood buck are used together (See Section A -A Alternate, Similar for Section B-B), then #10 wood screws
<br />of sufficient length to achieve 1-3/81' min. embedment into the two by wood buck will be used and the one by wood buck will W
<br />I
<br />I
<br />secured to the two by wood buck as required in Note 4.a.lil on drawing FLEX20100.
<br />(N) #10 wood screws shall be Installed at all factory applied Installation fastener hole locations.
<br />I I
<br />I I
<br />I
<br />(0) Wood screws shall not be used to faslti� assembly into the end grain of wood.
<br />I
<br />�
<br />a I
<br />E DESIGN PRESSURE RATING & FOC CODE COMPLIANCE
<br />It It
<br />�0
<br />M I
<br />'v1'1V'VE_`,_) FROV EXTERIOR
<br />DI I
<br />(P) If exact window size is not listed In fastener Installation table, use fasteneir
<br />(FASTENER LOCATIONS) quantity listed for next laqlar size,
<br />0
<br />I
<br />I
<br />Ff
<br />91 I
<br />Pit I
<br />-
<br />6
<br />.
<br />� -
<br />T1
<br />(9) Installations cle"d in these Instructions acceptable for design pressumes
<br />— F,W. -7 to 70 PSF for the window Wes shown In the table. Design Pressures (D.P.) are
<br />and negative. Overall window assembly design Pressure may be less
<br />FA
<br />Data; 3102/07
<br />positive
<br />8 C than that shown In the fastener location table and Shall be determined In
<br />5.1. NIS
<br />Dream Dir: RIA
<br />1___:___�� --- accordance With Note 13 of FLEX20100.
<br />=t
<br />chedues Wr. IN
<br />D ---' - I
<br />E (R) Producton Glazing may differ from that tested asalloyved by
<br />ANSI/AAMAINWWDA 101/1.5. 2, 1011I.S. 2/NAFS or AAMAIWDMA/CSA 101,1I.S.
<br />2IA440 and applicable Building Code, See Note 12 and 13 on Drawing R-EX
<br />//
<br />20100 for further details,
<br />j --- --- K (S) Two by wood buck and/or framing at the head and jambs to be Securely
<br />� fastened to transfer the bad to the masonry� concrete or other structural
<br />I .H, F — --- G substrate per the FBC and the engineer of recorcrs details as applicable.
<br />(T) See FLEX20100, Notes 10 to 15 for additional FOC Code Compliance,
<br />/
<br />I , i / - I
<br />Drawing No, FLEX21110
<br />ELEVATION I
<br />1
<br />Sheet 2
<br />of 2
<br />Report No. FE11002
<br />Revision 2 4L V%E A, ..-
<br />I I—- 0 ",
<br />June 28, 2006 �V��\.. , N O;f.,
<br />, ,
<br />.
<br />,
<br />t
<br />* . $ S
<br />Z
<br />V I I :
<br />,�, I -
<br />3 TV r T
<br />;a, �
<br />�
<br />0 . 1, Z
<br />I 11 -
<br />t
<br />I 1'e
<br />ill, . ll!.. ".,.*
<br />,
<br />" L 0* �,
<br />.I. �,�
<br />........ "'
<br />- ------ _______ ___ -
<br />I
<br />-
<br />i. —FRAME VIDTH (F.W.) t/4' MAK 15
<br />— I— 11 MIN. EMBEDMENT - — Centertine of r -
<br />. (Wood Sc,ew) BUCK WIDTH (B.W.) SHIM SPACE A " -
<br />I Fastener I - ,'t�
<br />TWO JY WOOD 3�" Ref. . , -,
<br />SEAL- BETWEEN SHEATHING I TWO By WOOD SHIM AS REO'l), BY OTHERS I --.- E! .- 8
<br />WINDOW FIN & BY OTHERS BY OTHERS (Note 13o) t ,� q , P
<br />SHEATHING I (Note 4.b) I ,0 I (Note 4 b) m ,�, ,4 11 -�
<br />(Note e,o � 2.c.11) I -11M AS REQ'D� 5 1 1 a 11��, � �,
<br />Si , � .
<br />I (:D-- �(�� I 1i
<br />9 a : �., (Note I-1a) I' MIN. EMBEDMENT I t -9
<br />(WQQcl Screw) 1 -9 i5 ,-
<br />STUCCO '__1 / -_ -7 I DETAIL A 2 1 i8
<br />BY OTHERS ____ __ - � - ' I I .r I - 1 57
<br />1 - ( i i _�
<br />1/4' MAX i (D .L \ \_ SH ILL r ,,
<br />SHIM SPACE BY OTHERS / Area on
<br />""
<br />)�
<br />RIMETER / A7HING T L'A .cl,,
<br />PC SEAL SEAL BETWEEN Attachment ent Fin 0 _q 49
<br />J __,
<br />F) _-) , � - I
<br />BY OTHERS WINDOW FIN as g g � Zb
<br />(Note 2'a & 2cJl) "'_� PERIME I R & SHEATHING �' C 3
<br />1 9 8 9 -g F , j
<br />i S L <Note 2.a. & 2,c,fl) W000 Screw or Nail Head must be �j § 0
<br />I � ,_ ,_
<br />% BY OTH S n full ..ntuic,t .ith Attachr-ni Fin, - Lp
<br />I _ STUCCO BY OTkEPS Centerline of fastener shall be -
<br />� I iNote ?.(x & . _;I) approximately 9/32' from edge of 9 9 j ; " �
<br />.V a i�
<br />I SECTION B-B Attachment Fin. 9 3 -
<br />GENERAL NOTES 'd �Qi , B
<br />, v, -g
<br />� (I to 15) See General Notes Drawing FLEX20100, 1 a, 2
<br />Sheet 1 8i - DISCLAIMER: Tiv � a tm� -.a- ft 1� . �_ ft j A 1%
<br />f.t..� _,.,O.�_ fe, -i..w 1-I w,,dr! � wwnil � PARTS LIST , —
<br />(A) Milestone Series 1000 "is Hung Aluminum "'15"I""'s"'a"a"'ne". (- -I- wp� ORW - -diked"i'l W I i 6 Z §
<br />Wridow is shown. Also applicable to lillilasione Series a0.undWQ1W_1 qwMed m tl* iwiislaarx,e PW,4 ,ie r-ndl by I Hired - FinFranne 1 0
<br />1500 and 2000 Single Hung Aluminum Windows. 1b. 2arl, ZZ ""'s o"' (FOCI Secann 1707 44,20M RC-Widiaq, So;t- 2 Silt - Fin Frome Z 0
<br />171�5.��tho2W4FK-RoOdW�.$OWwR6]3.�. rlenff� -
<br /> , , 11 - r"�,di�g',Oi.,g,-'��-6,,4..OwA*9--tp,.i.-.ix 3 Tama - Fin Frame
<br />Buc HEWHT (B,H.) I glazed Windows, 1W.Ma a -nw "an, .wasolal . "0100. 4 Lift Rail - Sash I
<br />I (C) Prodluctim Qlazing my differ "in that lasted 5 dii�;;'- Sash
<br />11
<br />allowed by AINSLAAM"WWOA 10111,S. 2, 101/115 FASTENER ]INSTALLATION IMMUCTIONS- FLEX21120 6 GlazIng, Boad - i
<br />I A, 2NAFS or AAMAlWDMA/GSA 1011I.S. 2A,440 and 7 Glavrig - See Note (B) and (C) I-
<br />-
<br />(D-__ I applicable Building Oode, See Note 12 and 13 on 09 WOOD scavirs; //l\ 8 98 Pan Head Wood or Tapping Screw ,1 i
<br />.
<br />I Drawing FLEX 201 00 for further details. (K) See sheet 2 for #8 Wood! Screw installation faiOner chert, 'L W1 Ith a minimum embedment of I' into 11 I
<br />I(D) For Fasann,er Quantities and Spacing see Sheet 2 (L) #8 Wood Screw must be of suffident, length to achieve minimum tie structural wood substrate. See Note &5�
<br />of this dm*irvg- See Nou, (H) regarding deviations, emitedmanit of I" IM the two by wood framing. (K) & Detail A on this drawing and Note I k as
<br />(E) Wood screw and nag withdrawal values used to (M) See Detail "A� for appralimate location of the wood So ew on the 4.b & 6 on Drawing FLE)MI00. M l� i�
<br />� generate Ine, fastening requirements are based on attachment fin, 9 Round Head eformed n I ail ;� .--I
<br />2 Sprucia�Prne--Fur with a Specilto GraOty at 0.% See (N) Wood screws shall riot be used to fasten assembly imiD am grain of .. anininnurn 0.1 I 3" di -star (1 I GA) 6 -1-1
<br />Note (H) reigalrdirig deviations. wood. a'd na.mmum araba4ment of 1-718" into - .
<br />PERIMETER 1�1� (F) Wood or tapping screw edge distancemessured -
<br />SEAL NAUS: the structural wood substrate. See Note Date., 312110106
<br />BY 07HERS INTF RIOR from edge of wood to ciantentlne of wood or tapping Al (01 and Detail A on We drawing and $Cale: NIS
<br />CNote 2,a & P. c1i) R FINISH 13Y screw must meet orearceed 11. Miramumilizeand (0) Nails shall meet the following requirements: Notes 4.b & 9 on Drawing FLEX201 00. Drawn BY: R1A
<br />OTHERS embrinurent per Paris List. See Note (H) regarding I Candied By: _1H
<br />cleyabowl. - 0.10" dameWr or greater,
<br />.Sufficient length to actaeve minimum embedment of 1 7/8" into the two by wood framing Robert I Amonliso, P'E.
<br />I 'I" . � (0) Nall edge distance measured fmrr� edge of wood (generally, rual 2 316" length or greater sherIl meet this requirement), and rL U-se No. 49752
<br />. .
<br />I �� - I - to centearins ofnall must meetoreirceed 9116"or 5 l,helicel (screw) or annular (ring) shank style only.
<br />:.,� ____ Van" Shank Diameter, Whichever is �arg� Minimum (P) Manufacturer's nails meeting dwse requirements are (but not limited to) the fbilowing; I OAKS
<br />*
<br />.1.. size and embedment par Parts List, See Note (H) * Pasiode deformed shank nail, No, 404947, 404537, 65011t and 650148- '.14GI, ........ 111110 '%
<br />T�)_ ! regarding deviations. * Duro-Fast deltrrmed drank nail Nc. 325, 1 .
<br />S
<br />� 4, ---- (H) Any deviation loss than the minimum (Q) Spacing of nails shall be! .
<br />__
<br />I , -4" from each carrier of the head, sill and jambs, and
<br />STUC�O __--' � requiriarriants. stated must be approved by the .evenly spaced between comer firsteners and riot exceeding the following O.C. spacing
<br />BY OTHE.�S M� man0act,xo'oferon�re0by'othe,"Des�gn -o.c. spacing hor thejambs &8'0.c. spacing for the hew& sill at,51 PSFtD 70 PSF, or I . a
<br />. Profassiona' in accordance with the applImble a) 6 !
<br />SEAL BETWEEN L BYOTHERS Builiding Code and Product Approval. b) 7" o.c. spacing for ftj?trnbs & 9" o.c. spacing for the heau & sill at 56 PSF to 60 PSF, or - __ !1-1 11 ,
<br />WINDOW .77�14 111A HIN Q 7"o.c. spacing for thejambs & 11" o.c. spacing for the head iisff at 51 PSF to 55 PSF, or ... � ;ooll
<br />& SHFATHiN�G BY OT ER - (Note 4�W (1) All field supplied holes in the fram (I required) *11 d) 8"a.c spacang far the jambs & 13"o,c, spinning for the head & silt to 50 PSF. ;�,--;eo �--,
<br />(Note L. & Er=A) --I 1-1 be a116'ln dianniaterfor#8 wood screws or the shank ,,,,,
<br />I diameter of this nail muncled up to the next standard "Im Detail �A" for approximate location of the nail on the attachment fin, ........., ,
<br />SECTION A ---- A V MIN. EMBEDMENT designator, drill bit ske, (-) Nall shall not be -red to fasten assembly into end grain of wood,
<br />(Wood Screw) (J) Wood Sa&ws and Nails §tjN L �NOT be mixed to trawling No. FLEX21120
<br />F
<br />fasten Ole earral assembly. Sheet I of 2 1
<br />I
<br />1
<br />Ng. � Wood and ToPR.ing 5crtw Fgsi,en2r Loggition Tgbl!�s
<br />S.O.. 1000 & ism I
<br />�..dfty I
<br />E.
<br />Ural ffl- of ��d & St R r!�c,)
<br />Inva,11.11.. E�V.
<br />__jidih
<br />ie 118
<br />_2LI
<br />4
<br />2
<br />4 11-1
<br />A
<br />,�
<br />2
<br />.--��l�L.,�--i-l-,---�--�,-�-.-��--,--------,�--
<br />36
<br />4
<br />M_
<br />- __
<br />_..____2_ --- _',
<br />2
<br />41-
<br />A
<br />__ ___
<br />Y_
<br />47
<br />1
<br /> - - ---- ---- -------- ___
<br />ye�
<br />____1____
<br />f
<br />1
<br />,a 'Is
<br />4
<br />.
<br />Y.
<br />I �
<br />Wight
<br />et
<br />L I
<br />L2
<br />L3
<br />I Fla
<br />1-11lift. owe.
<br />14 VS
<br />21118
<br />1 3 71;5
<br />2
<br />_LS_
<br />37 "
<br />'�4_54__
<br />__L14
<br />I la
<br />-7,Z_
<br />_2�4_
<br />1.
<br />___�,;__
<br />it 118
<br />-2iW
<br />_E_
<br />W'�,_T_
<br />_Ti,_,i__-
<br />i
<br />---';-----'
<br />55 114
<br />1 1r,
<br />"'a
<br />ISM
<br />1 7"
<br />'
<br />62
<br />1 Ir
<br />7 SIE7
<br />-11 ,,��7
<br />se "i
<br />__i_--
<br />71's
<br />1
<br />71
<br />114
<br />lo'Na
<br />1
<br />41 tYa
<br />67 1A
<br />3 7fe
<br />I
<br />83
<br />1 ir
<br />n 310
<br />63 Na
<br />N im
<br />3718
<br />1
<br />Width
<br />Ehift
<br />G,lialdi-.1 Wild & $111 broaM.)
<br />jeenit".. Oils.
<br />23 V2
<br />.
<br />.
<br />-
<br />-
<br />2
<br />V V2
<br />4
<br />-
<br />2
<br />il i12
<br />4
<br />- - - - --- -
<br />2
<br />35 V2
<br />I
<br />1.
<br />-i—
<br />_2�!S_
<br />43 iri
<br />__ !_
<br />I
<br />_ ------- _n!l,____,_____.
<br />Y..
<br />__ ..... _L___
<br />t
<br />0 V2.
<br />�
<br />".
<br />—
<br />I
<br />___ -
<br />i4ljht T
<br />-
<br />Et
<br />I L2
<br />L3
<br />I Eb
<br />I Inliolla"'it vwg�
<br />-
<br />27 1!2
<br />-
<br />1112
<br />ML
<br />Na
<br />1 15a,&
<br />nsiii
<br />3 7fl)
<br />1 2
<br />W 112
<br />1 �*
<br />.,
<br />19 V$
<br />3', &&
<br />3 71a
<br />F_
<br />_Z
<br />—
<br />112
<br />Na
<br />23 �JS
<br />N D8
<br />S 713
<br />_2
<br />__S1r2
<br />_�
<br />"I
<br />2_
<br />-;a_S78_
<br />1
<br />_i72?_
<br />al 112
<br />_1
<br />, 'r,
<br />_�!G_
<br />N.
<br />_7
<br />--a
<br />_W -
<br />_Z7 s
<br />_a��__
<br />a7e
<br />- _�__
<br />2
<br />- 59112
<br />1 Ir
<br />556-18
<br />-
<br />3 7fS
<br />-
<br />2
<br />71112
<br />i 1.1
<br /> �78
<br />37's
<br />,
<br />I-__-
<br />8
<br />795,18
<br />3718
<br />.
<br />Fastene, Location Tuble Notes� /,'\
<br />F777777 simi-2000
<br />7— 0-wity - I
<br />wilft
<br />EhIr.
<br />Cleda,11- 0 H..d & Slif (ir.d.e)
<br />1.011.,..!�M
<br />15110
<br />4-
<br />- .
<br />"I
<br />zo 112
<br />4
<br />.
<br />2
<br />------ ii—
<br />"2
<br />I
<br />30
<br />___
<br />�
<br /> -------
<br />4
<br />-
<br />11______��____ --"-.
<br />W
<br />___
<br />2
<br />- - --------- ___ -
<br />2
<br />41
<br />4
<br />—
<br />Y -
<br />I
<br />__
<br />47
<br />__ -
<br />4
<br />_____ ----- _._____.
<br />Y.
<br />___ ______
<br />I
<br />M Ila
<br />_
<br />4
<br />Y_
<br />I
<br />"M
<br />et
<br />Ll
<br />L.2
<br />I 0
<br />Fb
<br />I
<br />25
<br />1
<br />'.
<br />14 jt2
<br />20 10
<br />4 142
<br />1
<br />�
<br />37 31a
<br />__ .- -7----
<br />W 8�iF
<br />-
<br />�
<br />.
<br />�__
<br />�
<br />.
<br />-
<br />- ji��l ��
<br />2B 112
<br />33
<br />_�5__'_'_Z_1
<br />4 1,2
<br />F�_
<br />�
<br />--'---- -i- ____
<br />56 114
<br />2
<br />a.
<br />29 IRL
<br />51-
<br />4 112
<br />2
<br />52
<br />2
<br />-
<br />16
<br />n V2
<br />67 1M
<br />4 M
<br />__
<br />- 1
<br />71
<br />2
<br />26
<br />41 IQ
<br />66 ir2
<br />� lr�
<br />1
<br />�3
<br />2
<br />26 _
<br />S V2
<br />70112
<br />- 14
<br />I -
<br />Wilda
<br />Sh I ft
<br />C.-O.. a Wild & Sill rra*ni�a
<br />Imaxil.don D%,%
<br />73 i.,2
<br />4
<br />.
<br />1
<br />27 1�
<br />4
<br />-
<br />31 lr�
<br />,i
<br />-
<br />wia
<br />'i
<br />1.
<br />2
<br />_2�Ai_
<br /><i v7
<br />_t,_
<br />4
<br />__,_______,___XR! - - ------ __
<br />Y.
<br />___ I
<br />___77 I _�,
<br />�
<br />Y�
<br />14.4gra
<br />Et -
<br />-'F1-7-L2-T-
<br />L3--
<br />—E-11-
<br />1 rhoftfl.v. 0.9.
<br />27 1r2
<br />2
<br />nf.
<br />I is Tra
<br />I 23
<br />� 112
<br />2 .
<br />3� 12
<br />Z
<br />`111
<br />,g "2
<br />�i
<br />,112
<br />2
<br />431,2
<br />2
<br />11.
<br />23 U2
<br />39
<br />4 V2
<br />__
<br />2
<br />-, ,�,_!�,_,
<br />61 ir,
<br />__i_
<br />2 ---
<br />'j.
<br />�`.-
<br />26 V2
<br />-7Fi-,;,
<br />43
<br />-Z-_
<br />,, V2
<br />__4 i-T-_
<br />2
<br />,--"-"- � ---- ---- -
<br />59112
<br />2
<br />W.
<br />31 itz
<br />65
<br />� M
<br />711,2
<br />26
<br />43112
<br />67
<br />* W
<br />_____Z_
<br />I
<br />__!
<br />4V2 __
<br />- I -
<br />DESIGN PRESSURE RATING All
<br />FOC CODE COMPLIANCE
<br />(3) if exact window size is riot
<br />Buck L
<br />F'o.m.
<br />in fastener location
<br />Centerflne W: idth
<br />Alisted
<br />table, use fastener locations
<br />Of HeQa
<br />listed for next larger size.
<br />Eh I Eh Et
<br />IT) Installations depacted in these
<br />i i
<br />instructions acceptable for
<br />f
<br />i Adesign pressures to 70 PSF
<br />for ft window sizes shown
<br />'tl
<br />7' //
<br />in the table. Design
<br />I , ____j L2
<br />Pressures (D-P.) am positive
<br />I
<br />Buck & I
<br />and negative. Overall
<br />Frame I i
<br />window assembly design
<br />HeIgnt � c ll
<br />pressure may be less than
<br />I
<br />70 PSF and shall be
<br />I Eb
<br />/
<br />determined in accordance
<br />i
<br />i
<br />with Note 13 of FLEX20100.
<br />- t � - i
<br />(U) Production Glazing may differ
<br />I
<br />from that tested as allowed
<br />E5___Tj_____`1_�Es
<br />it - ___1 -11 -_
<br />by ANSIIAAMAINWWOA
<br />1011I.S.
<br />Centerflne
<br />Of Slit ___--
<br />��� A
<br />2, 2/NAFS
<br />ZL1011I.S.
<br />or AAMANVDMA/C-SA
<br />Window Size Aonlicabliltv
<br />101/1,S. 2JA440 and
<br />>36' to 52-1/8' Wide at Head & Silt
<br />applicable Building Code.
<br />>59-1/2' to 83-1/2' High at Jombs
<br />See Note 12 arid 13 on
<br />Drawing FLEX 20100 for
<br />Buck &
<br />further details.
<br />Fr"e
<br />M Structural two by mad buck
<br />andlior framing at the head,
<br />Ividth
<br />;
<br />sill and iambs to be secur"
<br />Eh E h E t
<br />fastened to transfer the load
<br />I i
<br />to the wood structural
<br />--I I
<br />substrate per the FBC and
<br />I
<br />/11
<br />the engineer of record's
<br />,
<br />/I I
<br />details as applicable.
<br />L2
<br />M See FLEX201 00, Notes 1 0 to
<br />1
<br />Buck 8.1 1
<br />15 for additional FBC, Code
<br />Frame 1
<br />compliance.
<br />Height' � ---i
<br />1) All dlmens;ons shown taken from the buck width or height of the window frame.
<br />2) Bo5ed on the Milestone SeHes No, and size of the window to be installed, enter the correct toble above
<br />to delermine the locatons of the No. 8 Wood or Tapping Screws bosed on either Installation No. I or No.
<br />2 illusZrotions at rigrit.' The opplicable installation illustration is noted in the table.
<br />3) Install the No. 8 Wood or Tapping Screws at the locations shown in the table. Tolerance :5 + / -- I"-
<br />4) An instollotion fastener is only required ot the centerline of the head and sill when ind:coted in the
<br />table as "yes". If "no", on installation fasterner is not required at the centerline of the heod Gnd sill.
<br />5) This tGbIe is NOT applicable to the nailing option, See Note,ii 0, P, Q, and R for nail inStalicition
<br />locotions and spacing.
<br />I A � j E
<br />I i / _
<br />— ,� _�
<br />A
<br />INSTALLTION No� ,,I \
<br />�Llnd.QA Size Applicabillt
<br />to 36' Wide at H..d & SRI
<br />to 59-1/2' Won at Jo,mbs
<br />9-
<br />' -
<br />- � I
<br />i--� R s. �
<br />I ,% g �,-
<br />I! %�-jg
<br />.1
<br />.8 4i
<br />,
<br />I 19, ,& A
<br />'
<br />��E
<br />� V,; i �-
<br />.
<br />I 10 ;:
<br />i .0 A �
<br />�
<br />i P
<br />; �
<br />L3
<br />�
<br />I
<br />I -82
<br />I
<br />j - r= ,
<br />.d 2 . 0 i5
<br />� - � 3: ,
<br />� E .
<br />I a. * �� t
<br />. e �E 0,;
<br />, § I Z = ,
<br />� r
<br />� 2 �
<br />', T 9 i:
<br />o, Z g -E
<br />,% . ;,
<br />. us
<br />i I E I 2
<br />9 - i
<br />H 1�
<br />1-3
<br />DaW. 11110106
<br />scale. NTS
<br />Drawn Sr. RIA
<br />Choduad Dr. TH I
<br />Drawing No. FLEX21120
<br />Sheet: 2 of 2
<br />REORk RMWO
<br />in U M an DANSCO
<br />RE 0 Em
<br />-0 ,ff Mail ENGINEERING,LLC
<br />319288111W
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 8 1 3.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />a
<br />CD
<br />C)
<br />In
<br />0�
<br />LU
<br />Z t.-
<br />-n CD
<br /><r-A
<br />�-j In ,jr
<br />U) r-I
<br />�-, 6 '� M
<br />M
<br />0 > kD
<br />CD kD
<br />-1
<br />< CO %D V-
<br />CL M I
<br />Z uj r4
<br />M
<br />�� X Ce 00
<br />V-7 Z < 0 -j o"
<br />P X: It A
<br />Nr_� 13� P So --i
<br />< C1 00
<br />Lit)
<br />Z E
<br />Z LLJ fu
<br />LU 3r I-
<br />W _j .
<br />Z
<br />CZ)
<br />(:)
<br />Mill IlD
<br />�__
<br />I1!l__ LU
<br />() LU
<br />=) =
<br />C) C/)
<br />I
<br />U <
<br />LY- >
<br />CL 0
<br />LU
<br />(/) W
<br />.< IL
<br />�
<br />CL
<br />Cn
<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS
<br />AFTER THE DATE ff IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />—
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />—
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
<br />WD I 00_
<br />11 __111
<br />�
<br />I
<br />
|