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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 />