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<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 />ManufacturingiMachining Specifications, and under conditions set forth in the Certification
<br />Agreement and Listing Report, Including Manufacturingl/Machining Specifications, This
<br />authorization also applies to the Multiple Listee model(s) identified on the correlation page of
<br />the Listing Report.
<br />Client Number; 35315 Report Number; 16742-1 A� 1 8, 1 C, 1 0� 1 E, I F, I G and
<br />1 H
<br />Evaluation Center: Elmendorf, TX 7B112
<br />Applicarl Listee: Florida Extruders International, Inc.
<br />2540 Jewett lane
<br />Sanford, FL 32771
<br />Contact: Name: Robert Amoruso Phone: 407-323-3300
<br />Product Covered: Milestone Single Hung Window
<br />Testing Standards; AAMA / NWWDA 101/l.S.2-97 SBCCI SSTD 12-97 ANSI J
<br />AAMA I NWWDA I 01 n 2-97 State of Florida Product
<br />Approval Rule 913-72
<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 Apply the Mark(s),
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<br />This document supersedes all previous Authorizations to Mark for the noted Report Number,
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<br />AUTHORIZATION TO MARK AUTHORIZATION TO MARK
<br />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 when made in accordance with the authorized Listing Report. including I described below herein when made in accordance with the authorized Listing Report, including
<br />Manufacturing/Machinih�, Specifications, and under conditions set forth in the Certification ManufacturinglMachining Specifications, and under conditions set forth in the Certification
<br />Agreement and Listing eport, including Manufacturing/Machining Specifications. This Agreement and Listing Report, including Manufacturing/Machining Specifications. This
<br />authorization also applies to the Multiple Listee model(s) identified on the correlation page of authorization also applies to the Multiple (s) identified on the correlation page of
<br />the Listing Report the Listing Report.
<br />Client Number: 36316 Report Number: 16742-2A, 28 and 2C Client Number: 35315 Report Number 16742-3A, 38, 3C and 3D
<br />Evaluation Center, Elmendorf. TX 78112 ! Evaluation Center: Elmendorf, TX 78112
<br />�
<br />Applicant/Basic Listee: Florida Extruders International, Inc. ApplicantfBasic Listee: Florida Extruders International, Inc.
<br />2540 Jewett lane �
<br />: 2540 Jewett lane
<br />Sanford, FL 32771 Sanford, FL 32771
<br />Contact: Name: Robert Amoruso Phone: 407-323-3300 � Contact: Name: Robert Amorusto Phone: 407-323-3300
<br />Product Covered: Milestone Horizontal Roller Window I Product Coveted: Milestone Fixed Window
<br />Testing Standards: AAMA / NWWDA 1 01A.S.2-97 SBCCI SSTD 12-97 ANSI / Testing Standards: AAMA / NWWDA 10111.8.2-97 SBCCI SST0 12-97 ANSI /
<br />AAMA / NWWDA I 0111S 2-97 State of Florida Product AAMA / NWWDA 101118 2-97 State of Florida Product
<br />Approval Rule 9B-72 Approval Rule 9B-72
<br />This document is the property of Intertek Testing Services and is not transferable, Only the �
<br />i This document is the property of tntertek Testing Services and is not transferable. Only the
<br />Applicant may reproduce this document, The Certification Mark(s) may be applied only at the � Applicant may reproduce this document. The Certification Mark(s) may be applied only at the
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<br />above noted location of the Party Authorized to Apply the Mark(s). � above noted location of the Party Authorized to Apply the Mark(s).
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<br />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.
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<br />jlwt I of' : Florids 1'-,I.d-- Im—th-t. In,. 126.13 � R.: S�t 22 2005 10,2�A,M
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<br />General Notes Drawing for Milestone Series 1000, 1600, 2000 and 3000 Non -impact Resistant Aluminum Window and M
<br />Patio §lLding Glass Door Installation Details .. N -g
<br />3. '� ��
<br />These notes are provided to ensure proper installation of Florida Extruders Milestone Non -Impact Resistant Aluminum Fenestration C
<br />Products and must be followed fully. This General Notes drowinig shall be used In tandem with the product specific instalation drawing. Ot $ '-4 i ��
<br />I! IT 6
<br />A) r*neril HallittLiagmium.owilptim
<br />1) SHIMMING�
<br />4) RXM4-
<br />a� F"ANCIE fRME WINIDOWS - Shim as mQuired at each installation fasterter with land
<br />& Oreloy(U).00dbuckling:
<br />tow" shim. Thernialmum allwablea0m, ftzkto ne SX.
<br />1K RNFRAM WRiDGM-Shnwwqwmdatexhffnt0at�twt�wkhlmdbewkN
<br />Shift The maximum 000*6 Shim a3d; 0 los L/4�. Appty a bead 0i'vullmin 116
<br />1. Appies to at reb-structural buris Was then I 1/21 thickrims. Not trittanded to
<br />adhesive sealiant or approved "mi at dx� fastener location, prior to swe" ithe shim to
<br />" to nominal one by wood buck oni
<br />aftm t1ho shim to the vAstmft arWor amsow frame. NO bowing between ft shim,
<br />0. ore by wood bw" ON be secured to tl* substrate (masi conafte or
<br />WbStnfli wirdow Frame are required.
<br />structural wood bod" or fir" using limitations Out" for On application,
<br />L IALI*�m�hl*minng optionisemployedwittifininedwhudows, shimscan
<br />I- Yftpodt&WCWCOVWWXn*WMOMM=ftMstftn.g
<br />be Imilied to the kcabon spacing where wood scees am required, ft is not
<br />rewmrrwvts for the becift their $11`001 Ihe followed,
<br />4inelemove, that the shim be OtImcdcar efllb� the F"
<br />Z Inhaprockscrapecillittrisialliadandinevi prmbribeflabanting
<br />c 51,101fira GLASS DOORS- Shim asridumd at 030 instaflation histenerveth load bearving
<br />raWrianiffft for the buddrill, fastening must Only be sufficient to
<br />.WM The resiftUm allowable Shim ciaek to be 1/4�, Load btwft shian at all rimist be
<br />maintain position, of dine looddrig during window Instatiation.
<br />pressor. hasted .no,i or *811C NO Must be Crefrolifely, encepsniated h sestart or net
<br />a. kWaW,WWmdWmv*sM"Iafr=Wmwwe*
<br />,new ooftcmto�
<br />mathod to sea" are toy wood toxiding to sulsbalte, to facilitate
<br />Z) SUA-M BETWEEN FtNESIRATION PWDLKT AND WJBSMTF & SGD SEAM SEALANT ($ft
<br />winda"'Installabo"
<br />Disclaimer Statement aboi
<br />b. Two by (Zo wood buding ar harring;
<br />a, GENERAL - SEALANT TYPE (not applanlis when a speaft brand or types requireM
<br />L 5coMrAtimOmObodw�baxdo.fts"ritmamj*tLWS
<br />I. Applies bo at structural wood buds Wittier hearing at the held, jamb or sell
<br />recommendation AS it Pointer to Materials to be sealed, er"Mmer" tordilhoins
<br />out to and grallar than I ur thildrMis,
<br />andinteabd use,
<br />0, Tt" shall be securely Astened to trannslia the toad no the flasnitry, concrete or
<br />artier struchral substate per ZDA FW, Section 4707A.4, 2W MC-11OAding,
<br />b. WINDOWS - RANGE FRAME
<br />Section 1717.5.4 and 2OD4 I'DC-Residivendit. SeMon R61U andior the Onskai
<br />L ArOb."Seal-REQUIRIED
<br />Of recont's details as applambIa
<br />1, ftwmmll640,"Kv,%Alantwopp�-deqowbetwwwkntq.,s
<br />Integral monx,ting fin am pre-cag a.anem So (0, now sill conshvctIor)
<br />0) 0001111 Eafta 1101411101110101"[114:1811110i
<br />" " Mxgth Of ION
<br />2. Applicator ofVuhneri 116afteshasealantorapprondequal must
<br />Witor walant ma— __
<br />S) AN Irsallation flesteners must be rade of corrosion misilstant: materials or tam a corrosion
<br />Il. Smart =MMENDED (See Disclaimer)
<br />teOsWtoDa"aWW,%AO*fbr"imr�MdjorftaNngrA*bm*,WhMF4"ws
<br />I - Use seatarls beWW whi flange at head and parts.
<br />are need in presnaeVeservaltIve treated wood, the Wood SVVW shall be ComAillild for
<br />2. Use maliant for Permniter "at ar.min exterk. of fthew window
<br />recor"manclation of faWOners compatible with the pimanov,fireservalthm Pastment pmom wed
<br />mourettv N and to Met heads of installation fasteners; -
<br />6) Al Bed supplied! liholes In the frame (if required) we be as bilowi
<br />� WINDOWS-FINFRAW
<br />& WN-01ameteribrall,08-ondertappingsomw%
<br />AdhesiveSiud-NOTREQUIRED
<br />lb. 3116"Inclameter for all #10 wood or talarmit scran and 311W ditavebar concrete
<br />,L
<br />L Seatant-REODMMUNDED(seeDiedisimet)
<br />screws�
<br />I' use sHwait batkid wh*w flainge at head, set and)snnbs.
<br />c. No. 29 star " bit for 0.131'star* diameter naff&
<br />Zr V"*Awtf�:rpero"wo,�41*mvoaww.faw"wiodw
<br />d. Noi 33 sl7e drill bit for PlIr sharls diameter hall
<br />mom" fin and to seat hands of installiabo" fistenem,
<br />& SLIDING GLASS DOM
<br />7) Concrete SaEAS ft attachment to ffk'%U" Or 00noets Alogglit--)
<br />I Ad4es!"Szal-NOTREQUIRED
<br />IL Machanic&WfasteiredComers-REQUIRED
<br />a. Shot be'FW head unites othavii inclosted
<br />L Sildingicillims DOM raoss"000�10,06:04-00"inver condition 4whave
<br />b. 94 hm mintimm toy&* damelar of 3116' unless offwrofte noted.
<br />Jame 4, 4 sa, oomers Maied .ith . smal),lint Mam $war*
<br />c, Sibalftervit, mOnmeyba*ner;tofl'*'kftft=mvto6mosoMmomaeebkxk
<br />:
<br />III, sesont - RKOMMENDIED Isle, Plicillistior)
<br />or masonry two (OV, Fecelving the Point witseallmawlse noted.
<br />I � Use Matins: behim; cloor range at bead & jamb$ wW behind book strip,
<br />d. Shall hahe an bilowlible, worli Iced in shear as inalbad on ft I'Parts List' on the pmclud
<br />2, Lberalty apply walant under silt or sint sill in bed of wet concrate. Sol
<br />vewc roaloon drawing.
<br />benneen back comer d sifirlser and concrete, Seal all &.Win, holes
<br />I. Wor" lead is defined as the ultimate load chatermiried by tea divided by 4 as
<br />pnor to astalli fastener and sionnixi hod after Instaktatlem
<br />3. 1 be sea** for perrywita sot 4noinxt exterv, of dim and bw~ book
<br />determined! and Ablishei by the concrete sqeWs mOnisacturer.
<br />SW 4 " for PO" dOM and 10 Mal beeds of 1.501#0110r, antennas,
<br />I. If ithe alowable shear W ennseds the above nxrxmum� neriused number of
<br />3) MATERJLALS�
<br />lestieshers shown on ft Installation drawbigis CANNOT be decreasect.
<br />a. 7 the allowable dim bad is leas than the above marimuni, addlional site
<br />a, Window and slkWg glass door frame material is Aluminum Allw 6M Tii�
<br />argmearing anally- medling the Wkf*V ooda and acceptable to ther Authority
<br />h Q^mor Somers " man the maximum nishimmerip; of Rote 7
<br />HavOn Alrisdiction WO) WILL off reb"Prad.
<br />�. Wood Scrisits shag meeit themcPaismenis of Note 8�
<br />QL 0000relbg someashall bed Wflidert length so that it* innimurn flmbedmix� aft the
<br />d. TappiV(L�.ShWMgW)ScremwbgnL�WVtkootWmd$o�"ImWOm
<br />M*4WV substrate (memberr moall," ft poi is met.
<br />'"N"Ients of NOW a.
<br />I. WOWJM Edge DiA� Of (111110abe KNON fairbehats $111111 be 2 VV fr= " 0* Of die
<br />.. tub "I milettre rtwdwoft Of Note 9.
<br />sulletrate for a 3/IV diarnew concift sciew,
<br />f- Carrislive Ressience coatings for installation finabehess sball meet tha requirement; of
<br />How S.
<br />il� Concrete blocir of concrete masonry wits (CM) SW meet the nettuffements of ASTM
<br />(X1
<br />h. Concrete " med the minimum requkinmemits ef the Flai 3.0ding Code (mimnum
<br />caravessim sinarxim Of 2SW P.1).
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<br />DISCLAIPAER .1 - � � -
<br />The purpose of this Installation drawing is to i . �
<br />present the manufacturier's recommendations �
<br />for anchorage fi.a,, concrete screws, wood
<br />screws, tapping screws, nails and Vulkern -
<br />SinIctuirall Adhesive (or other approved F 12
<br />equal)) to achieve the design pressure J§ E
<br />.g
<br />specified on the fenestration product as I .
<br />required by rho 2001 Florida Building Code � -� � h
<br />(FI3G), Section 1707.4.4. 2004 FBC-Building, -0 8 < on
<br />Section 1714,54 and the 2ON fl� N 4 9
<br />17SC-Residentlat, Section R613.8, P 9- '__ I
<br />. � 1 112 f
<br />Recommendations regarding flashing, & V 1-0
<br />seating, sealants or other joint sealant I ? 1.6 1
<br />practices does not constittite, a warranty � i!: I
<br />either expressed or Implied. 1 J� 2 i
<br />NOTE ON PE SEALING ci '�
<br />Original drawings with two sheets (pages) . -� .6
<br />'�n
<br />are reproduced on one sheet front and tli�. 8 M 11 '.
<br />When reproduced this way, they are sealed 9 E
<br />2 IM
<br />III 3 14
<br />8 �
<br />an the first (front) sheet only, In response to 9 I I I �
<br />Roberl Amoruso's inquiry to the Florlicla �9 I -
<br />Board of Professional Engineers, the FSPE I J�
<br />at Itheir meeting on June 20, 2002 responded ! iU � 5
<br />that in such circurnstances, it is acceptable _T iq �
<br />for the sealing PE to only sign, date and seal M izi -
<br />the front sheet of the drawing when printed r- =
<br />on the front and back. This was documented � . I - - ,
<br />Oy lettar to Robert Annowso dated July 31, Pores 11/14/06
<br />2002 from the Office of the Attorney General, Scale: NTS
<br />State of Florida. Prawn Or, RIA
<br />ChOidwel 111y; �H
<br />RobartJ1. Amortinno, P.E.
<br />I'L License No, 49752
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<br />[Drawing No. FLEX20100
<br />Sheet I of 2
<br />General Notes Drawing for Milestone Series 1000, 1500, 200 ) and 3000 Notir-Impact Resistant Aluminum Window and
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<br />Patio Sliding Glass Door Installation Details
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<br />9) Wood Screwsaild.,rApping (%109M",' ��-Prit*tokOWOFVAhdow oreloor fame In WOO buck 11) The Mileswe, Series 19010, 150b, 2000 and M Non-Limpact Resistant Alishinum Window arA
<br />so'
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<br />or Inenift subotiaboy Patio Sliding Glass Doors installabon Instructions comply with the fixicharing-,
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<br />a, M1 FBC, chapter, 17 Sections 1707.4.4A for anchoring requirements, 170i for
<br />a� wood SmEnw, fl, Tapplintil Screvirahalt be*Flee hand whisfusistwithi "a frame Windows, substrates and 1707.4.4.3 for wood or approved
<br />� _ , , , masonry, concrete or other sinictural -
<br />I !�
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<br />o' )w sairm & *oi scitw 04 be -pan, head when ustarwith to frame wingtows, framing menfloers.
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<br />AOIR 01&6.1 dimandadat rid.&W"ns,
<br />1, W= cAlftW shailt MOO b. 20104 FRIC-Huilding., Chapter 17 Sections 1714,SA.1 for anchoi requirements,
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<br />4. Tappling Sci,rm shi1maratAINS1 1104 illaramilikiNt. MWW,tM**� 171,4�SA.2 for masonry, concrete or other structural substrates and 1714.5.4.3 flar wood
<br />i i
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<br />a. Diameter W e rfib� t $0- 1 b a as ft loated am the ast agai . graviting. or approved firaming, members,
<br />11111 �
<br />f. =ft s* pre-inchirlhol,as as fbIlowniffilikkinal Desigh Spealkation (or Wood c. Z004 RICAMIder0l, chapter 6 Saddons R613.6.1 for anchoring requirements, A613AZ
<br />:F R �
<br />)� I for masonry, concrete or other sibucharal w1ostrates arid 116116.3 for wood or approved
<br />IN9,gviowspl"-Il,rdw&�'W000.tP�*1 harning members.
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<br />1. Nm 10vainct screvit - Ofiw diameter p0boa.
<br />.
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<br />9, Wood SoearsaT004tcriflaystiler batfs ~� oTtalibilt1liM mininnum sanibedr,xisit 12) Milestone Sales 1000, 15M, 2000 and 3DW Non -Impact Resistant Aluminum Windows and Patio
<br />I '�'
<br />kft.ttie-tovw4obkrw(maTtbermo*jir4ftpoI Isphek.
<br />, ,
<br />h� Woodl Sprelve &1applog,$0W. "Iterba used for riliatolmig Into thitaird grain of wood� Sliding Class Docan; are bested end tabdad in accdodence with the, finbowirgl.
<br />a� Design Preantre (Performance failing) tested in accordance, WOW the A
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<br />f. WOW Sam; & Tmft so- allo"i latai and, wirrodrimik Itassrmsat to generate
<br />I , permanent Istel is 0oond on the frame meeting the maWmaroonloO of k&
<br />=
<br />fosterling mixtilbeflonew "�b� on a ipedfoj�-o eLso for vmce-�' (Spiry wilm
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<br />f o g In
<br />L ZWI FOC Secter 1707.4.2,1,
<br />otherflatee:00044 , I I R 2M FOC-Ruilding Section 1714,10J, And
<br />1. ($04 61 issaDoor Sitzinibilare M,9". Foebory appled '
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<br />33 �'
<br />1� 0 5
<br />§ �� g
<br />= , _ Resistant"
<br />M=W1PkX=m;
<br />in - � 11 � � - I Q 2W I'l Section R613.1t
<br />- rieff Sol flot"Atcortooft�i6mineastallifte shah be anchomd 4, Appi;d Leads Glespimil Wnd Load Resistance the War.".
<br />.-
<br />.67 I I
<br />vtthpaisti�mdaorsaind WOO somms exestibig" salliawinghapilremanfl& arld in accordance with
<br />. ,
<br />� _ L 2001 FRIC Section 240&3,
<br />foviiand'scrainawbartuea.-
<br />� 8 - 5i 5
<br />9 t� N
<br />I, ft.
<br />1. o,ol��,*uMkiw**4%t,*Wmida,*OiL-I 10. embsedmantlintothe concrete IL 2004 F&C-Bulding Section 1714.5.2.1,
<br />, -9 N
<br />ts "ll -
<br />Ii. Z1004 RIC4kesklerni Section R6112 Ilt R613,3-1, andl ASME1300.
<br />or masonry.,
<br />.
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<br />Z Akhort,$bOt*.Of�il.VpOOP*MtoVbwdepkudbddwwfta§mab]&V&w � A acon-permarieft WO is placed on each hoe of the Window, or door designating t1he
<br />i.� -
<br />to IV , .odd,W iuklnnaba/4)� type and thickness of ft glaring me*v the rewfireratents; of the following.
<br />� _ Is ulitanate mid 14,11F
<br />1 &
<br />I
<br />.. nlb� it W=-,*
<br />aiys.=t!�o 4 X01 Fi Section 2403.1,
<br />1. $60 � beof sullholaint lailigth to provide min. 7M IM embadment Into the O, 2004 FiBC-liorliching, Seaton 2403A, and
<br />.
<br />3 � Z ;
<br />conpreits to maacriri�' 6, U04 FEC-Residemiat. Section R308,1.
<br />21 moiot�-44�t�4:iu4*.swawwvvwom-imdbeowwRhatmd*mm
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<br />�m&weateritm�wiiwto�*tt�uona,,iw.dla*tvmmog(tmmSW4), 13) Qvirrilip Refformahbi Rating, for fene$rnalron assambity,
<br />� � I a� The overall assembly Perforritame Itating be based ft ower following.
<br />e
<br />: �d
<br />shall on of
<br />I - - 11 L Test report dinagn pressure baseci on the lovois, of the structural. air 1ftftaW
<br />5
<br />N I
<br />s'f-.
<br />�� � � and water testing in the and negallove Ofirectilone, and
<br />JI
<br />g
<br />M
<br />� penebatext positive
<br />. recorded on the permanent label andiiar tea report.
<br />I
<br />',
<br />�
<br />i �
<br />i
<br />-
<br />-1,11 11- 11
<br />P77W1CM1U9 9, Glass lead resistance from ASTM L11300 recorded on the non-permanerit Md.
<br />.
<br />9 1.
<br />Z;
<br />. 7
<br />:�
<br />fbodPlaotlillOAnlilholir ti� Glass thickness may be greater than the best specimen per ft requirements of ASTM
<br />I
<br />n
<br />1 I
<br />9) Nab (for Installation ofmandoer or door thifft ftwood Isick or framing substrate) El actordl:pe AAi=_CrJ011J1A -05,Se 0,2�2 & 6.2-Z
<br />L In;-@" %�_ - b��il) cition
<br />J
<br />p
<br />-
<br />'
<br />- -1
<br />" '
<br />& Nails; shalmeet,the,mehimumirequlienteants offine, poduct snediticketaftwor, drawingsto, the ft VPOW shO specify, a deep pressure 0 allb" the manufacturer to pit=
<br />... ft proclud to meet: xWor exceed the design pressure requirements of ft
<br />-
<br />-
<br />L =11ii
<br />n%
<br />11 I rahk oi~ project or the specifier .11 specify a gless type and thiclonosis that meets andifor
<br />M
<br />4
<br />R� 4 . W Darmare, exceeds the design Pressure rectunernerts of the project
<br />6
<br />- �
<br />� ,
<br />I P.Ound'HOOdOn,ty.t6rWnckmlrdUWM. R. The glass hpa mid thickness; specified by ft sp&dW well not be less than flat
<br />' L' '
<br />, �sed with the tea specimen.
<br />'
<br />2, At solow on thelplitiduct spedfleftbriladibindarivint; for One by &x[Org
<br />.
<br />.
<br />Deft; 11/3.*/06
<br />Scale: NTS
<br />I
<br />OPPOcalhei
<br />b. Nab shall meet = m4tilimmeres of W" K661, --tondam specification of 14) 7he windpins " not be installed in areas where the applied transverse wind loadis exceed tine
<br />Driveon I'aaletintirs: Nalls, spilkeirwo wra-, ollowelon *51gin Omni based go 13a abom
<br />lorinvin, thin RJA
<br />I
<br />C. Nailislistaxi in one al' ft folloftEwillUsilpinfleapi (110;��Msoi werokcinfe,org) we
<br />, _. � ,. )
<br />Checked Or
<br />.JH
<br />�
<br />preferred, Nowever, it ft nibilimum iflunir ArA bead deamete" Am martflatinat, this Is M 15) urnitstlons Of use
<br />mandatory. a, rho Windom shall be Installed in accordance With One marailiacturW6 Irstaiamon,
<br />I. NER472 Drawings,
<br />O. zSR,-1539 lo. Fastener Size, Type and Spacing are determined by the typ& of constructim per the
<br />iL N,Mmmoklureetpubkskwsvahubop�.�- Mamufactumir's Installation Drawings.
<br />d. Nak short nottis ai for rister" ater,dwoodi-ifliki of ww'd, c. The windows and Patio dam shall not be installed in anew where the appkd Promwisse
<br />o. HIM apelele lablim[priml, wildedrannill soadsmsed to.4isterate restarivigirequiraments we based ward loads Exceed the allowable design pressure West an ft following (w We 0)
<br />- aspedflognivity-oftso bbt� V'Npt�* (WR41111110; ww"00100ted. I. test report design pressure anclJor
<br />�
<br />f, =t0spotimp,4keratiolesaarwkii resign Speciflution for wood It. glass Ited mistaneeditiosmined harriASTME-l"D.
<br />I_ it. MILESTONE Series tW, ISM, 20M and 30011 Non -Impact Resistant Alvrwi
<br />1. 0.113' ft flitile - #4411111 alre plot.hple, Windows and Patko Sliding Glass Dows have not been evaluated for Lae in tho velocity
<br />�
<br />I.: beeramoliannei h,pastraemoseckg7s%orrintingsolaretwaste - Hofficam Zone's (1140"ard and Ponle Counties) or in Wirld"Pormi, odorts Reironts as
<br />Ill'ot I 11 I � canned
<br />I I defined On, the 2001 Flofto SwIft Onde, 2004 Florida Sult4tv Codo-Sisildling arxi 211,04
<br />Q &IOXAIMM,18 ALQO-QMO— Forkla, bufloing Cod"eklernitial and *W nat be usial in Use NpM
<br />e. MILESTONE Series 1000, 1500, 2000 andl 3000 Non-l-pact: Resistant Aluminum
<br />10) Windows and Pado Slidling Glass Dom may be used in Wind -Some Dell Regions; as
<br />7* deltaxt in ft 2DOI Florida Suilding Coft 29D4 Forkla, Building code,&idifing and Z004
<br />I
<br />Florida Oullft Coda�ltesklential that lie outside the High velocity Hurricane, Zen*$ I
<br />(sroward and Dade counties) It a l'brIda Bull Code appirveeci Elinutter assembly Is I Drawing No. FLEX20100
<br />entploM to ~ the window, or NM building is designed as Partially Bricloseid In
<br />2
<br />of 2
<br />I sionandance with applicable F% Code Sections. I
<br />-
<br />___!heet
<br />_ - -
<br />RopmT limcpam(i for Fralk 1."Prol's (Intertek E11S ,bgKO) on 9Y23,12005 2!24:04 I�vl
<br />='IXM�Wll
<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 ufacturingiMachining Specifications, and under conditions set forth in the Certification
<br />Agreement and Listing Report, including Manufacturing/Machining Specifications, This
<br />authorization also applies to the Multiple Listee model(s) identified on the correlation page of
<br />the Listing Report,
<br />Client Number: 35315 Report Number: 16742-4A, 413, 4C, 4D, 4E, 4F & 4G
<br />Evaluation Center: Elmendorf, TX 78112
<br />Applicantil'Basic Ustee: Florida Extruders International, Inc.
<br />2540 Jewett lane
<br />Sanford, FL 32771
<br />Contact: Name: Robert Amoruso Phone: 407-323-3300
<br />Product Covered: Milestone Sliding Glass Door (SGD)
<br />Testing Standards: ASTM Ell 886 (2002) ANSI I AAMA I NWWDA 10111S 2-97
<br />State of FlolI Product Approval Rule 95-72 ASTIM El 996
<br />(2002)
<br />This document is the property of Intertelk 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 Apply the Mark(s).
<br />I
<br />I -
<br />" I "
<br />� I �
<br />. - : , t I I
<br />�'
<br />�
<br />.
<br />I
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<br />-
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<br />I �
<br />- � - - I ,_
<br />� ' k.-I A� _" I 1--
<br />I I �
<br />I
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<br />This document supersedes all previous Authorizations to Mark for the noted Report Number.
<br />..
<br />Avp"Illior� . A4
<br />_" - Va"Ill'uhnn'Gardbatmuivispr
<br />. I
<br />.**.Okll"O'- berviiies,*I.O.
<br />=
<br />"0A=W=.f0`49W
<br />Pax. I of 2 11orW. Fxrrudr,� [M,,�ilm.l, la�. 1 12,534 1 It- Sell 23 MS 1:2911M
<br />I- - 1_1____11___ - 11 - ' ____ - -I.----- ._1.1____
<br />I"-"- _____._,1___1_ —--EVALUATION REPORT
<br />__ ------ ____________
<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 />------------------
<br />Florida Extruders International, Inc.
<br />2540 Jewett Lane
<br />Sanford, FL 31277
<br />Report Prepared By:
<br />Wayne A. Block, Ph.D., P.E.
<br />548 B Hwy 27
<br />Minneola, FL 34715
<br />FL License No. 52583
<br />Pap I nf2 i
<br />i Evaluation Report No. FE11002
<br />.
<br />Concrete 0, Sea-L Bet-een
<br />B,Ack Other-5 - masonry OpLning Wood Buck & Mas'y, 1-1/4' 14�1 9-
<br />hers (Bu k Width) -
<br />-
<br />(Note 4,o) By 0, upeniq By Others ___ "'-___� ViEWED FROM —_ r B'W' eno,,es".nt � - F� A-
<br />� A -0 ii� A
<br />FA
<br />,
<br />(Note 2.0 & 2'bib 6] One By Wood
<br />Sent Bet* en EXTERIOR Buck Llthe s � � 'u > N it� -a 6 �
<br />I I :. I "I 0 0 ,n� .in
<br />. 4,a) I __X' 12 1 s� i 3!
<br />window Flange I � I, <Note - - o, 17
<br />__ I I I ' I?
<br />1-1/4* Mln�
<br />& Wood Bu k D - - I . -9
<br />(Note 2'a & 2110.0 - Shim A:t'Re,o'i>1 --_ � I Mch 109
<br />C I, Embedment E . , 7 � t Z
<br />�
<br />- (Nc -1 n 1-n- M
<br />f - __)` . e
<br />Abq�e 98,
<br />f
<br />__ � 4, Mo.. ,_ I B
<br />__ . I C6 �_ "'-.ring� i
<br />Shim Space----- L_ 01 �
<br />� -1 /�'/ 8 B " 11i I
<br />------.-----A- J ---K
<br />\\ A �1 .10
<br />S"'o. 17 0 - 'a
<br />By Others - 1.4" Shim A Req'd W,H, F - - ---------- - - G 'r I �
<br />r
<br />' 0 m,
<br />lmm;�--
<br />Perimeter (Note ,a) 07 . / \ I - E
<br />Seal By "� I
<br />Others Lit- i §i
<br />(Note ao \ 1, I �' � 1.2 z-
<br />.--. - � '=_' � g I -1
<br />t, 233,1D H -- - _'/� , � - I � L. - - 10
<br />,
<br />� - & Seat 3et I _ 7az;�
<br /> 11 e an errine I r. I One
<br />erimeter I L I If 4
<br />b, 2 I -
<br />_
<br />i e . _. 8
<br />� Wind Ft* ' S'b�t y I :--G 4
<br />L ' y 't
<br />ii.W..6 up ��) � ,
<br />-_
<br />C9
<br />1_'l, others . , , 'lip
<br />. !I 9 :5 S P
<br />M 1 11
<br />V A T � �Note 2.4 & i
<br />[_'_ L F ION (Note 2.0
<br />`,'K 7 A - '! mg
<br />I
<br />-
<br />, R
<br /><FrQme F.W ... & !Iiaii) �� j . I- E
<br />' I 1
<br />.
<br />B,H, — (Frame Wicith) . . Cna.-
<br />Height) i 3:
<br />"
<br />I (Buck Stucco By Others Seak Between N I 0 8
<br />i ....- I , PARTS LIST �
<br />H111"t) t! I
<br />/ Is
<br />1-!) Wood Ruclk -1
<br />/ 1 Head - Flange Frame Concrete Or SECTION B-B & Mas'y, 6perning � �Lll 1 1
<br />'A I
<br />1 2 Sill - Flange Frame Mo%onry Operlir'9 _� By Others 'r A
<br />I 3 Jamb Flange Frame g .
<br />- (Note 2.a & 21.11) 0
<br />=
<br />/
<br />PerlMet2r 4 Lift Rail - Sash .1 . z
<br />$"I By '(D 6 Jamb - Sash 11 " i� i �_
<br />Others Interior I 6 74;;Ing Bead I , I . Masonry Opening . �. I
<br />_\ �__
<br />a I--.'
<br />(Note 2. Finish I - - - - � I .
<br />By Others 5 1
<br />& 2,b,il> By OThersi 7 GlazlrI2 - See W* (0) and (C) 1-3/8, Z
<br />lill�li a
<br />r
<br />r 8 31W Die Flat Head Concrete Screw Min, Emlo' ' ,.: . i im
<br />;;RE
<br />ih
<br />. q .. --i- With mIntmurn working lead in shear of , 2X4, 2X6, 2XS Wood Buck .1 I I
<br />'q 17 . 11' -I; By Others (Note 4.b, L and S) 1
<br />� 1 180 lbs, at 1 114" embedment. See Note I I M
<br />- I 17 �
<br />!
<br />� � (1) on Stiest 2 & Note 7 ont0rowng '13,
<br />- uic "
<br />17 1J "" '
<br />.
<br />F X
<br />'q L � - 17 1q, Q3PTIONAL) <Note 4.a.11,2 & M> a -
<br />I I LIE 201coad
<br />'7 � .
<br />14 I � 1 9 #IQ FIM He �_ -
<br />�� or Tapping Sarew
<br />0111
<br />.
<br />IV Iq IQ � 17 with a minimum embedment of I-WW I
<br />I � I
<br />q�
<br />.
<br />IQ IV I V 19 into -Structural Two By Buck �x
<br />V
<br />� .I-
<br />I;j Framingl� See Note (L� on Sheet 2 and k
<br />i
<br />Seat to tween window --"Prer;o�st Slit by a No" 6 on Drawing FLEX20100. (ALTERNATE) Shown. Also D" 3142/07
<br />Plangee& Precast slit Configurations may vary, 10 #8 Flat Head Wood or !�Wjnct Sot" cippliroble to Sfiction I fnr inqtoltotion with tw $cow M
<br />w/Vuikem 116 adhesive with a rninlmvm embedment of Sir Prawn or. MA
<br />seatant or appro,ed equal, into the �Clne By Wood Buck". See by with or wZo one bX wood bugks. - chitcliad Or JH
<br />(Note 2.1od) Note (K) on Sheet 2 and Note 8 on Oralsert J. AMWU$ol Piz
<br />GENERAL NOTES Drawing FLEX20100. DISCLAIMER: The Pirpose of this FL License W 49752
<br />Installation drawing is to pregmt the
<br />It to 113) See Generaii Notes Drawing rLEX20100, Sheet 1 & 2. manufacturers recorrimenclabons for
<br />(Al Missions Series 1000 8 ingle Hung Aluirmnum, Window is shown Also appl Ocadoe, to M ilestiono Series I W and 2000 SaVlo Hung Aluminum Windows, anchorage [I.e., concrete screm, wood 4AUirR
<br />11-1...
<br />(ft) Drawing applicable to Nori-impeatt Resistant glazed windows. . screws, tapping screws ard Vulkern ...
<br />(C) Production G4Wng my diffor from that tested as allowed by ANSVAOLMA/NWWDA I(i 2, 101/1-S, 2/Ni or AAMAIWDMAI(--A WI/I.S. 2IA440 and applicable Building Code. See Note 12 Structural Adhesive (or Other approved 'r Pene"111,11te %. .".
<br />ancl 13 on Dmmng FLEX 20 100 for further details, equal) as applicalble) to achieve the design .
<br />(D) for Fastener Location & Quantities see Sheet 2 of this drawing, See Note (H) regarding deviations, pressure specified On the fenestration . n, :
<br />(E) Concrete arrow edge distance measured from edge of concretehriasionFoloek to centerfine of concrete screw must rival or exceed 2 1/4�, Minimum size end arnbecinnent par flags List See product as required by the 2001 Florida
<br />Note (H) regarding deviations. building Coft (f6Q, Section 1707.4.4, 2M
<br />IF) Wood so" edge distance measured from edge of wood to carrarfina of wood or tapping screw most meet or exceed 1'. Minimum size and embedment per Parts Lot See Note (H) regarding FBC-Buildling, Section 1714,5.4 and the 20001 - ,
<br />�
<br />FOC-Residentlat, Section R533,15. 1: .. . "
<br />diawabone. . "'
<br />*'AL '
<br />. V;4' .'
<br />. ....... .-*
<br />(G)i Not used. Recommendations regandIng flashing, ... , ,
<br />seaft, sealants or other)cint sealant
<br />(H) Any deviation. less Ilan the minimum requirements stated must loss approved by the maradfacturar, or engineered loy'Wer Design Professional in acinorclaboe with the applicable ftildeng Code pnectabs does not consibb,be a werreflity - "' "
<br />Drawing No. FLEX21110
<br />and Product Approval either expressed or implied.
<br />I
<br />.
<br />I Sheet I of`2
<br />,
<br />.
<br />ee Elevation View)
<br />Size
<br />Code
<br />Buck
<br />Concrete Screw Location
<br />Width
<br />Height
<br />Head
<br />Jambs
<br />12
<br />18 1/8
<br />25
<br />A, C
<br />D, E, F, G, H, 1
<br />13
<br />18 118
<br />37 3/8
<br />A, C
<br />D, E, F, (3, H,-F--
<br />14 .
<br />A, C
<br />D, E, F, G, H, 1
<br />145
<br />18 1/8-
<br />55 114
<br />A, C
<br />D, E, F� G� H. 1
<br />15
<br />is 1/8
<br />62
<br />A, C
<br />D, E, F, G, H 1
<br />16
<br />18 118
<br />1 71
<br />A� C
<br />�,_
<br />I D� E, F, G, H, 1, J, K
<br />17
<br />16 1/s
<br />1 83
<br />A, 0
<br />1 D� E, F, G� H, L J, K
<br />____.v1!R______
<br />1H3
<br />- Z�_wliz ---
<br />25 1/2
<br />;§----,
<br />37 34-
<br />A, C
<br />_:K -
<br />-
<br />D, E, F, G, H, I
<br />_-D, E, F, G, H, I "
<br />I H4
<br />26 Ir2
<br />49 518
<br />A, C
<br />0, E, F, G, H, I
<br />- I F445
<br />1115
<br />IHIS
<br />25 I r2
<br />25 1/2
<br />25 1/2
<br />55 1/4
<br />62
<br />71
<br />A, C
<br />A, C
<br />1 A, C
<br />D, E, F, G, H,, I ---
<br />D, E, F. G, H, I
<br />D, E, F, G, H, 1, J, K
<br />1H7
<br />1 25 112,
<br />83
<br />A, C
<br />I D, E, F, G, H, 1, J, K
<br />3H2
<br />29 V2
<br />25
<br />A, C
<br />�
<br />0, E, F, G, H. I
<br />3143
<br />29 IJ2
<br />37 318
<br />A, 0
<br />D, E, F, G, H, I
<br />3184
<br />A, C
<br />�
<br />0, E, F, G, H, I
<br />31445
<br />29 1/2-
<br />55 1/4
<br />A, C
<br />0, E, F, G, H, I
<br />3145
<br />29 1/2
<br />62
<br />A, C
<br />D, E, F, G, H� I
<br />-
<br />3H6
<br />.,---- ____
<br />3H7
<br />29 IQ
<br />______
<br />. 29 IQ
<br />__
<br />71
<br />______
<br />83
<br />A, C
<br />______
<br />A, C
<br />D, E, F, G, H, 1, ,L K
<br />-----.--I-----
<br />D. E, F. G, H, 1, J, K
<br />22
<br />36
<br />25
<br />A, C
<br />I D, E, F, G, H, I
<br />23
<br />36
<br />37 3/8-
<br />A, C
<br />_
<br />I D, E, F, G, H, 1
<br />24
<br />---�-��-�-4&----"---36-----�'-----55--I-)4---A��
<br />36
<br />49 518
<br />A. :g__,__.,
<br />, C
<br />D, E, F , G, Ht I
<br />.__"'__'____'__.__
<br />D, E, F, G, H, 1
<br />25
<br />36
<br />62
<br />.
<br />A, C
<br />D, E, F, G, H, I
<br />26
<br />36
<br />71
<br />A, C
<br />D, E� F, G, H, 1, J, K
<br />27
<br />36
<br />83
<br />A, C
<br />�
<br />D, E, F, G, H, � J, K
<br />482
<br />47
<br />25
<br />A, B, C
<br />0, E, F, G, H, 1
<br />483
<br />47
<br />37 3/8
<br />A, B� C
<br />D, E, F, G, H, 1
<br />484
<br />47
<br />49 W6
<br />A, 8, C
<br />D, E, F, 0, H� 1
<br />4845
<br />47
<br />__L
<br />55 114
<br />A, 8, C
<br />_
<br />D, E, lc� G, H, 1
<br />485
<br />47
<br />62
<br />A, E3, C
<br />D, E F, 6, H, 1
<br />486
<br />47
<br />_
<br />71
<br />A, B. C
<br />D, E, F, G, H, 1, J. K
<br />_
<br />487
<br />47
<br />63
<br />A, B. C
<br />D. E, F, G, H, 1, J, K
<br />32
<br />52 V8
<br />25
<br />A, B, C
<br />D, E, F, G, H, 1
<br />33
<br />52 1/8
<br />37 318
<br />A, 8, C
<br />D, E, F, G, H, I
<br />34
<br />1 52 V8
<br />49 518
<br />A, B, C
<br />D, E, F, G, H, 1
<br />--,.,---���-----�-�--,-�,�"-,-,-.--�--"-,---�----,------.,--",-�--"-.�--�-"--,---,--
<br />35
<br />2 V8
<br />52 1/8
<br />55 1/4
<br />62
<br />A, B, C
<br />A, 8, C
<br />D, E, F, G, H, I
<br />0, E, F, Q H, 1
<br />�
<br />36
<br />62 1/8
<br />71
<br />A, BI C
<br />0, E, F, G, H, 1, J, K
<br />37 (Note 1)
<br />_ 52 1/8
<br />83 1
<br />A, 8, C
<br />-
<br />D, E� F, G, R 1, J, K
<br />Notes 1) Only applicable to Series 2000.
<br />FASTENER INSTAILLATION INSTRUCTIONS, FILIEK21110
<br />A � g ,
<br />2., -
<br />3116" DIA. CONCRETE SCREW WITH 1111101111-STRUICTURAL ONE BY WOOP BUCK,
<br />j '-, I
<br />I .�
<br />- I � ' �
<br />(1) Where window is installed in an opening with a non-striMral one by wood buck for the head ancl)arnbs and masonry or concrete
<br />I � I ;
<br />sill, installation is as follows;
<br />- At the head and Iambs, use a 3116" diameter concrete screw of sufficient length to achieve riniffirrOurn embedment of 1-11#
<br />I
<br />' q g
<br />into, masonry or concretes, See "Parl Ust" on Sheet I of this drawing for cortoreft screw size, embedment and fwd
<br />9 8 73
<br />I 9
<br />requirements. See FLEX201000, NOW 7 for addirdonal concrete screw requiremarrits,
<br />2
<br />I 1
<br />- At the sill, apply a StrucWral Adhesive Sealant meeting the requirements of Note 2.bJ on FLEX20100 for the full length Of
<br />the sit.
<br />M
<br />411 11�
<br />..
<br />I � ii
<br />(3) See fastener location table this sheet for concrete screw locations and any additional Installation requirements.
<br />(K) Any rernaining fadary applied Installation fastener hole. in the head at location "S' not used for coricrete screw installation per "
<br />I
<br />fastener location table shall be filled with a #$ wood Screws of wfficlent length to provide min. SM" embedment Into WOW buck. See
<br />- §
<br />"Parlits UsVon Sheet 1 of this drawing for WOW screw size and embedment requirements. See RIM0100, NOW 8 for additional wood
<br />8.1 ii.-
<br />I
<br />'I
<br />screw requirements,
<br />Iz t I I
<br />#10 WOOD SCREW WIT11,11 STRUCTURAL TWO BY WOW BUCK AND OPTIONAL ONE BY WOOD BUCK (SEMON A -A
<br />S. X
<br />- d 3: IS f
<br />ii!
<br />ALTERNATE ILLUSTRATES THIS CIPTION, SV41LAR POR SECTION 8-8).
<br />w
<br />c!
<br />I _. I F, �
<br />CQ Where winclow is installedin an olbehing with a Structural two try wood buck for the head and Jambs and a masonry or cononelte
<br />I -
<br />V 12 .
<br />C 3 'P6 1
<br />AH
<br />sill, installation Is as fipllowv.
<br />N
<br />- At the head and jambs, use #10 wood screws of sufficient length to achieve 1-3/9' min. embedment into the two by wood
<br />il I
<br />I In
<br />a. I
<br />buck. See 'Parts UsV' on Sheet I of this drawing for WOW screw size and embedment See R-EX20100, Note 8 for additiortal
<br />i I
<br />1
<br />wood senew requirements.
<br />f
<br />� u,
<br /># At the slil, apply a Structural Adhesive Sealant meeting the requirements of Note 2.b.1 on FLEX20100 for the full length of
<br />the 511,
<br />I If a two by and one by wood buck are used together (See Section A -A Abernate, similar for SKbon B-15), than #10 wood screws
<br />of sufficient length to achle" 1-3/8" min. embedment Into the two by wood buck will I* wed and ft one by wood buck will be
<br />--,@
<br />51
<br />Is �
<br />.
<br />1
<br />secured to the two by wood buck as required in Note 4.a.0.2 on drawing REX20100.
<br />(N) # 10 wood screws shall beinstafled at all factory applied installation fastener hole locations.
<br />I
<br />I I
<br />I
<br />I
<br />(0) Wood Screws shall rKA be usedi to fasten assembly into the end grain of wood.
<br />,
<br />DESIGN PRESSURE RATING & F8C CODE COMPLIANCE
<br />I
<br />�
<br />I
<br />.
<br />,/ � 7 , ; 1) �
<br />, , t. - '4 � - - - RIT�-"�,d EXTERIOR
<br />,
<br />�
<br />,
<br />(P) If exact window size is not listed In fastener Installation table, use fasterfler
<br />(FASTENER LOCATIONS) quantity listed for next larger size.
<br />�1�
<br />i
<br />r— F, W, __ 7C
<br />(Q) Installations depicted in these instructions acoeptable for design pressures
<br />to 70 PSIF for the window Wes shown In the table, Design Pressures (D.P.) are
<br />posklye and negative. Overall window assembly design may be less
<br />"
<br />.
<br />�
<br />ORM; 3102107
<br />I A El
<br />pressure
<br />than that shown In the fastener beabon table and shall be determined In
<br />Snake NTS
<br />Draren BY: WA
<br />_�___
<br />+_____i_____
<br />accordance with Note 13 of FLEX20100.
<br />Credited Fin )ft
<br />I
<br />___'
<br />E (R) Production Glazing may differ ftorn that tested as allowed by
<br />//
<br />ANSI/AAMA/NWWDA 101/1.5. 2, 101JI.S. 2/NAFS or AAM,AVWDMA/CSA 101/I.S.
<br />2/A440 arid applicable Building Code- See Note 12 and 13 on or" FLEI(
<br />20100 for further details.
<br />I J
<br />--- -
<br />K (S) Two by wood buck and/or framing at the head and jani to be Securely
<br />F
<br />fastened to transfer the load to the masonry, concrete or other structural
<br />! ,H� F
<br />--- ---
<br />G substrate per the FBC and the engineer of record's details as applicable,
<br />�
<br />//
<br />M See FILEX20100, Notes 10 to 15 for additional FOC Code Compfiance,
<br />J I
<br />t - f
<br />I
<br />EVATI 0 N
<br />Drawing No, FLEX
<br />Sheet 2 of 2
<br />Report No. FE11002
<br />Revision 2 V\E A. �'_
<br />I " '_ 0, ."
<br />.1une 28, 2006 0 ".
<br />lii�' � %
<br />* � 13 1i
<br />.
<br />I 11;
<br />, I i i
<br />;a VAT : !!
<br />10 -
<br />�' . i
<br />,
<br />, � . . ....
<br />" ,,�' " _ L ', /
<br />-
<br />__________'_'__.__ - ----- __ ,'.._._..._.__.__ -.-.-..-. ..'
<br />I
<br />SEAL. BETWEEN SHEA-HING
<br />WINDOW FIN & BY OTHERS
<br />SHEATHINC, - _�
<br />) —
<br />- 11 MIN, EMBEDMENT —FRAME VIDTH CFW) 1/4' MAX. Centerilne of
<br /><Wood Screw) BUCK WIDTH ' C34'', I— SHIM SPACE F.,5tene, r A-" Ref.
<br />! T I
<br />TWO By WOOD SHIM AS REO'D, BY OTHERS f
<br />__\ BY OTHERS <Note Ido) (Note 41o)
<br />-
<br />— i
<br />9-
<br />A " ';�
<br />.� ,- zl-
<br />7' e �; I
<br />t � �
<br />" g '14 � �
<br />(Note 2,o, & 2.00
<br />9 8 K:'
<br />(Note 4to)
<br />/ SHIM AS
<br />I ) (Note
<br />REO'D, "�
<br />Ii "I
<br />- ��
<br />� I I
<br />t .
<br />F
<br />1
<br />� I
<br />21 oi ' - ot
<br />41 �
<br />5 � - g d
<br />STUCCO
<br />�
<br />..... I
<br />f , / ? MIN, EMBETIMENr 1
<br />I I TAIL A
<br />DE
<br />2-91 � .
<br />"� 2.
<br />M
<br />___ 1,'
<br />BY OTHERS "...
<br />1.
<br />-
<br />': I
<br />.1 . . . . . . .
<br />I
<br />' ____�
<br />� __ -
<br />-MAX,
<br />0-
<br />I T1
<br />- I
<br />E
<br />� t 9
<br />-1 - 1�1
<br />.r � �
<br />I
<br />'
<br />PERIMETER
<br />.1.
<br />1/4' J
<br />I SHIM SPACE:
<br />"`�
<br />- f P
<br />I . I THrNG i
<br />' I
<br />, s � I
<br /> IJIHL�C' - / 1 Dimpled Area on
<br />.
<br />2 �
<br />111.
<br />- I
<br />SCA"
<br />Atto6ment Fin
<br />Attachment I .
<br />J__1
<br />0 C �9
<br />8 1: in
<br />_/
<br />BY OTHFRS
<br />2,o. & 2,c,ll)
<br />�]
<br />SCAi- BETWZZN
<br />� L WINDOW FIN F'I�
<br />- E a
<br />'is . t � �b
<br /><Note
<br />%
<br />PERINE, R
<br />& SHEATHIN5
<br />(��e �Note 2.a & 2'r'D Wond Screw or Nai' Head must be
<br />.9 F �; 11
<br />� E 9
<br />1
<br />6
<br />S L -
<br />By OTH S
<br />'
<br />in �ull corituct with Attachment Firi,
<br />ZSTUCCQ
<br />13 § :-:
<br />- Ft o,
<br />9 Rb
<br />i I
<br />Note P�o. & ?,-jl)
<br />BY OThZPS Cer".arline of fosi,mer shall be
<br />9/32' from
<br />!J 9 % ; I i
<br />U. I,
<br />�
<br />GENERAL NOTES
<br />approx�rnately edge of
<br />SECTION B-B Attachment Fin.
<br />111 -------- 111.1--1
<br />� � � �v 0 3�
<br />3� -, �g
<br />0
<br />(I to 13) See General Notes Drawing FLEX20100,
<br />$heel 1 & 2�
<br />DISCLAIMER, Tile �d mi,i r,eaRib. -V i, . pn� �
<br />t . 3�
<br />§
<br />1 % a �
<br />(A) Milestone Series 1000 Single Hung Aluminum
<br />�T. wxt_ �' -- * b f� �' " -A U, - ., � - � W. 49 . � PARTS LIST
<br />IS "'I~ -a�rr! Affihn�. (01 - app� "W) as.pocftlii, -
<br />I Head FinFrame
<br />� E P i
<br />I . -
<br />o
<br />Window is shown. Aso applostole to Wiestorm Set"
<br />,i�i�th.dwqn pmssin,spWA.d . th.11-nomil.r on4L4.-mW by -
<br />2 Z ol
<br />1500 and 2000sirigle Hung Aluminum windows,
<br />.
<br />tt* 20011 F4rWA auld� r,N* (xi $t,V,m 1707 4A, MM W,ftWN, se�tal 2 SRI - Fin Frame
<br />I
<br />F RAME HEI&4T (F'.H,)
<br />`1
<br />(13) Drawing appliciable to Non -Impact; Resistant
<br />i-s, .,A ft,DP4 rw,�..,dixflia, soo -PA13.6. v.-mv,soon
<br />�.Inq "_1 ... 9, -ling, _w.4 � ld 1.4a __1 P.'i_'..' 3 YMt - Fin Frame
<br />g
<br />BUCK HEWHT <BH.,
<br />glaw vyridcwi;�
<br />�
<br />QVAV4" a �xqry Krer opmew or si 4 Lift Rail - Sash
<br />ij
<br />I 8
<br />I
<br />I
<br />(c) Production 04azing may ditrer from thert tested ai�
<br />5 ja�wc'_Sash
<br />I 2�
<br />I
<br />I /1\
<br />allowed by ANSUAARMNWWDA 101A.S. 2, 101fl-S,
<br />FASTRINSIt INSFALLATION INSTPAX17ONS - PLEK21120 6 Tlg;'�g Bead
<br />- I
<br />.1
<br />(D'_
<br />i
<br />21NAFS c, AANIAWDMA/GSA 101113. 2A440 and
<br />Code. 13
<br />7 Glatwig , See Note (8) and (C)
<br />#81111100PSCRIVAPS; /1\ I
<br />1A
<br />mi I 'I
<br />I
<br />applicable Building See Note 12 and on
<br />8 #8 Pan HeedWoud or. Tapping Screw
<br />I S
<br />I
<br />Drawing LFX 20100 far further details.
<br />F
<br />fK) See sheet 2 for #5 wood Screw installation fastener chert. W, th a minimum embedment of I' into
<br />11 -
<br />I
<br />(D) For Fastener Quantraes and Spacing see Sheet 2
<br />ZL) #6 Wood Screw rnust be of sufficient length to achaw ffmirinurn ZL the stuaWri wood substrate. See Note
<br />i � �
<br />' ' I
<br />of this drawing. See Note (H) repreirig deviations.
<br />embedment of 11 Inito the two by wood framing. (K) & Detail A iA this clievving End Note
<br />Z �
<br />�
<br />(E) Wood screw and rail withdrawal values used to
<br />generate the fastening requirements are based on
<br />(114) See Derail "A" for approximate locationi of the wood we. on the 4.e & 8 on Drawing FLF-MIM,
<br />2
<br />M � -_
<br />attachmentfin. 9 Round Head Deforrried Shank Nall
<br />. -
<br />&__1
<br />2
<br />Spruce-fline-Furwith a Specific Gravity of 0.50. See
<br />(N) Wood screws shall not be used to fasten assembly into end grain of with minimum 0. 1 1,T diameter (1 I G,A)
<br />7
<br />Note (H) regarding deviations.
<br />wood. and minimum e�rnloedrrant of 1-71W;nto
<br />'
<br />.1 - - 11
<br />PFRIMETER
<br />SEAL
<br />_\
<br />�
<br />' `%,
<br />if) Wood or tapping screw edge itstance, mea red
<br />from edge of wood to centertine of wood or tsp$p'JJng
<br />NAILS' I,,\ the structural Wood substrate. See 4oft
<br />A
<br />oxw� 11110/08
<br />$rAle: NIS
<br />BY OTI--.�R
<br />INIERIOR
<br />1'. Mmmum
<br />(0) and Detail A on this drawing and
<br />I P
<br />"7_1�
<br />,,, O, )
<br />I, FINISH BY
<br />1 DTHERS
<br />screw most mant or exceed size and
<br />embedment per Parts Ust, See Note (H) regarding
<br />(0) Nalis shall incer the folloninng requirements, Notes 4.b & 9 ar, Drawing FLEX201 00
<br />� -
<br />Warne Or RIA
<br />Checked BY011
<br />deviations,
<br />:0. 1 13" dwreler or greater,
<br />,
<br />fole
<br />sufficient lenp to achieve munimum Embedment: of I 7/8"into the two by wood frarrang Itolmat I Anwinuo, P.E
<br />.:'
<br />.
<br />(0) Nail edge distance measured from edge of wood
<br />(9eneraRy, nail 2 31W length or greater shall meet this requirernei and FL U"se No. 49752
<br />_____---- -
<br />. i
<br />to centerine of nall must meet or exceed 91101 or 5
<br />-heliml (screw) or annular (ring) shank style only.
<br />,
<br />1.
<br />:
<br />_i 11
<br />.
<br />, .
<br />times Shank Diamenter,whocirawin.Arger Minimum
<br />.
<br />(P) Manufacturees tails meeting tinsse requirements are (but not linited to) the 5ollowirig; I
<br />�
<br />is ..
<br />(KB)-,
<br />rrrr
<br />-_
<br />5 " and embedment per Parts List. Sea Note IH)
<br />regarding devindflonsi
<br />- Pastode deformed shank nail, No. 404947, 404537, 6501 11 and 650148- . li �'..- � '_.
<br /># Dwo-frast deformed shank nail No� 325, . 1.
<br />�
<br />I . I �
<br />(H) Any deviation to" than the rairinnum
<br />(Q) Speong of nails "I be:
<br />-
<br />____ �
<br />..
<br />. �
<br />�
<br />,requirements stated must be approved by ft
<br />.4" from each comer of the head, sill and jambs, and
<br />.
<br />STUCCO -----,
<br />-
<br />BY CITHERS
<br />/TWQ
<br />manufacturer or engineered by 'other' Design
<br />. oevenly spaced loahvean corner fasteners and not exceeding the following O.C, spacing
<br />I : #
<br />SEAL BE,TW��N
<br />BY WOOD
<br />LBY
<br />Professional in accordance with the appheable
<br />a) 6- o.c spacing for die Joints & 6" ox, Spacing for the Nead Ok sill at 6I PSI` to 70 PSF, or I
<br />W
<br />WIND, N
<br />OTHERS
<br />a ild
<br />u ding Code and Product Approvet.
<br />4) 7ox, spacing fortt*j?nrIb,&9r'rlc. spacing for the Ned &sill akS6 1pSFto60PSF, or
<br />-1 ____
<br />. "
<br />'..
<br />_ _ SHLATHING
<br />& S�-EATHING
<br />4Note 4.b>
<br />( Q All Nid supplied he" in ft frame (If required) will
<br />c) 7" o.c. spacing for the;ambs & 1V Dx. spacing for the head & sit at 51 PSF to 55 PSF, or P, ......
<br />IAO,
<br />- ,...
<br />BY OTHERS
<br />(Note R.a L 2�c'fl)
<br />— -I
<br />be 3)16* In diameter for #8 wood screws or the shank
<br />d) r ox. spacing for ft jambs & 13" a.(;. spaci for ft head 6, sill to 50 FSF. e .."
<br />'A' 'i"' %Y.O._ ,
<br />SECTION A
<br />-A 11 MVIL EMBEDMENT
<br />diameter of Me nail rowrolled up to the next standard
<br />designation drM bit
<br />. see Di for approdiraW location of ft r,a,J on the attachment fin-
<br />(R) Nals Shall rict be Lised to fasten assembly Into end grain a wood..
<br />I
<br />(Wood Screw)
<br />size,
<br />(J) Wood Screws and Nails RMLL NOT be mixed to
<br />Drawing No.
<br />r__
<br />FLEX21120
<br />I
<br />fallen the same assembly.
<br />Sheet I of 2
<br />1
<br />1
<br />No. � Wgod_ and Tgpping �cr�w Fg��jgngr Logatign Tobles
<br />Uft.Aow & 1500
<br />i
<br />C-..d4 I i
<br />I
<br />-Width
<br />- lb-1 F.
<br />C. n,'f1_.fH.dss1Re2!m,)
<br />Issaff"as, D.O.
<br />Is Ina
<br />4
<br />- __ ___
<br />2
<br />2$ V2
<br />4-
<br />iv
<br />2
<br />-
<br />__Ful �__
<br />X
<br />_.!_
<br />4
<br />____
<br />____ __ ___��_____
<br />- - __
<br />2-
<br />- ""--- i__'_'
<br />41
<br />4
<br />-
<br />I
<br />47
<br />1
<br />__
<br />V.
<br />___ ____
<br />1
<br />S2 I's
<br />4
<br />Y_
<br />—
<br />I
<br />Hwght
<br />Et
<br />Ll
<br />L2
<br />L3
<br />61,
<br />hwallat.. O.Q.
<br />25
<br />1 la
<br />-
<br />IV.
<br />_
<br />14114
<br />21 IM
<br />3 7,6
<br />2
<br />_'�T_M_
<br />Aq Sill
<br />_11L2 _
<br />I in
<br />__!V� __
<br />.n
<br />_!!j!
<br />;!_
<br />2a a,#
<br />33 IQ
<br />- -
<br />q� 3A
<br />� "It
<br />- _
<br />3 wis
<br />2
<br />_'..______
<br />2
<br />55 114
<br />1 w
<br />rVs
<br />P9 114
<br />51 36
<br />3718
<br />�
<br />62
<br />1 1i2
<br />_T�i_
<br />_32M -
<br />U-1-15
<br />3P8
<br />1
<br />71
<br />i V2
<br />15 ?Is
<br />41 Es
<br />67 IA'
<br />3718
<br />1
<br />83
<br />'112
<br />26 3`0
<br />1% &a
<br />7o lie
<br />3 ?m
<br />____ 1- - -
<br />Wift
<br />Ehl E.
<br />-
<br />Geetegme.1116.,186MOrinieln.)
<br />InatinWim e.g._
<br />23 ir2
<br />-
<br />2
<br />V t2
<br />__.�_
<br />4
<br />-
<br />__ - 2
<br />31 112
<br />4
<br />.
<br />__Y_
<br />_ ___
<br />3B V2
<br />_J�!'�L_
<br />43 jr�
<br />__
<br />4
<br />--,!.--
<br />4
<br />__
<br />11
<br />- " ____ �
<br />Y;�_'__'_'_'_'
<br />_____�
<br />_"'__i _'
<br />�
<br />-7112
<br />4
<br />Y.
<br />-
<br />I
<br />—
<br />-
<br />t
<br />'___
<br />Ll
<br />-
<br />1.2
<br />3
<br />--
<br />Fb
<br />.-
<br />-T-irt.. P,q),
<br />~
<br />-!!tight
<br />V V2
<br />__E_
<br />I 112
<br />IN!
<br />15W8
<br />2� Nis
<br />3 7111
<br />-
<br />2
<br />&I 112
<br />I 1.*
<br />1.
<br />19 aM
<br />r, I"
<br />_
<br />3 we
<br />2
<br />43 V2
<br />i lr2
<br />N.
<br />23 Zia
<br />39 $.is
<br />-3 7M -
<br />_2
<br />1-1 4 V2
<br />541�.'j
<br />1 ir
<br />--_!��_
<br />I V'
<br />nV1
<br />111L
<br />�29
<br />2T A
<br />3v�
<br />2- _'___!M_'_
<br />47518
<br />3 7M
<br />- --- __1_'_-'_ -
<br />Z
<br />__
<br />561,12
<br />1 ,a
<br />�
<br />we
<br />- -3-7,6
<br />2
<br />71 la
<br />I in
<br />-
<br />-21
<br />_.��&6
<br />-5'a
<br />3 7;8
<br />1
<br />1 M V2
<br />t 1 W
<br />1 31 31e
<br />1 r�s Ziffln
<br />I Mse
<br />1 3 Zle
<br />I I I
<br />Fastener Location Tcbte Notes, A
<br />1
<br />E-7-�� 5.1-2m i
<br />I c—ldifti, I �
<br />- Widen
<br />E-h I Se
<br />C.-din. M Heed A Isdi Neer-1,
<br />ftn,wi��_ >.1
<br />L
<br />In im
<br />4
<br />-
<br />.
<br />I
<br />26 Ir
<br />4
<br />-
<br />- - -
<br />4_____
<br />—
<br />2� 4?,
<br />�_ ii
<br />__ __
<br />,
<br />W_
<br />__
<br />__1______Jn_'___'_.
<br />.
<br />2
<br />____'�
<br />.� ---------
<br />.1
<br />4-
<br />Y.
<br />I
<br />- __
<br />47
<br />-
<br />4
<br />- -----------
<br />Y.
<br />- — . __
<br />1
<br />. 52110
<br />4
<br />Y_
<br />I �
<br />"M
<br />IR
<br />Ll
<br />L2
<br />L3
<br />I Fin
<br />Ireadi.6- 0.0
<br />25
<br />2
<br />W.
<br />14112
<br />201,12
<br />2
<br />-�n-Mt-�--
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<br />1) All di.mensions shown taken from 'he buck width or height of the window frorne,
<br />2J Bosed on the Milestone Series No. and size of the window to be instoled, enter the correct toble above
<br />to determine the locat;ons of the No. 8 Wood or Topping Screws bosed on either Installation No. 1 or No.
<br />2 illustrctions at ,I,
<br />,;nt. -hp opplicable Installation illustration is noted in the table.
<br />3) Instoll the No. 8 Wood or Topping Screws at the locations shown in the table. Tolercrice 7s + / - 'I".
<br />4) An instollotion fostener is only required at the centerline of the head and, sill when irdicoted in the
<br />table as "yes". if "no", on Installation fosterner is not required at the centerline of the head and sill.
<br />5) This table 's NOT opplicable to the nailing option, See Notes 0, P, 0, and R for noil insticillation,
<br />locations and spacing.
<br />_______
<br />DESIGN PRESSURE RATING &
<br />FBC CODE COMPLIANCE
<br />Bucl< &
<br />(S) If exact window size is not Frame
<br />Alisted in fa toner location Center(Ine 1__ Width
<br />tatne, uselfastener locations OiF Heao
<br />listed for ri larger size. Eh Ell I Lt
<br />(T) Installations depicted in these i -
<br />� � � I -- �
<br />instructions acceptable for i
<br />design pressures to 'o PS, � �fr. I
<br />A 7 i
<br />for the window sizes shown I . // � �
<br />in the table, Design i L2
<br />Pressures (D.P.) am positive ' ' i �
<br />Bull, & --I i
<br />and negative, Overall Frame
<br />window assembly design Height ; � i
<br />pressure may be less than I
<br />I
<br />70 PSF and shall be 1 �"
<br />determined in accordance /
<br />with Note 13 of FLEX20100. i �� �-' :� i
<br />(U) Production Glazing may differ � I
<br />from that tested as allowed , E5-+- �1 __�_F-
<br />by ANSI/AAMA/NWWDA Gen, 'ertme ____
<br />10111.S� 2, 101/T.S. 2/WS Of SRI IJN�! ALI, `JLtN NQ 4\1
<br />Aor AAMAMDMA/CSA Window SIze_App_1_[,;:olnlIIty / I \
<br />1011I,& WA440 and >36' to 52-1/8, Wele at Head & Slit
<br />applicable Building Code. >1,9-1/2' to 83-1/2' Hiclin at Jambs
<br />See Note 12 and 13 on
<br />Drawing FLEX 201 00 for B_k &
<br />further details. Frame
<br />(V) Structural two by wood buck I— Width -
<br />andfor framing at ft head, i
<br />sill and jambs to be Securely Eh _� _�h iEt
<br />�
<br />fastened to transfer the toad i
<br />to the wood structural
<br />substrate per ft FBC and I /X 1----f I
<br />the engineer of record's I
<br />details as applicable. I I Le
<br />(V) See FLEX20100, Notes 10 to B..k & — I
<br />1 5 for additional FBC code Frame — J I
<br />complianoe� Hii 2 ........ J
<br />IiI / 1 Fic
<br />i ! / i
<br />_15_�_ I
<br />INSTALLTM N,�, ZL
<br />'
<br />W13dow Sife apRUC
<br />to 36' Wide .t Hec�g'&L'tsfill
<br />to 59-1/?' High at Jor,lo,
<br />.
<br />ME!
<br />. ;I
<br />t --, � R �
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<br />�Hffl� 0, _. 51:
<br />1= 11 .? a, E
<br />LW I o -j 3
<br />o
<br />2 E = B
<br />I
<br />, I P i t
<br />R i 5�
<br />1_3
<br />Pat. 11110106
<br />Scale; NT5
<br />orinva ftr� RJA
<br />chadrad or- Ili I
<br />Ing No. FLEX21120
<br />2 2
<br />DANSCO
<br />DE
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apo o Beach, Flonda 33572
<br />Phone: 813.645.0166
<br />Fax: 8 1 3.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
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<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />IDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUClURAL PORTION
<br />Or THIS DRAWING ONLY.
<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 />__
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />I
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NI
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
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