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I 7-4 <br />il <br />�a <br />2f <br />EL <br />�: <br />6i <br />13: <br />bD--a-W-o2d-gnd-jcpj�ing-S.Qco-w- F gitew Locatign I A <br />I Series 1000 Horizontal Slider X010X and XOX -Modular <br />i <br />skuck <br />8 � <br />Height <br />No. Fasteners <br />In euJi Jamb <br />Eb <br />I Et <br />I L1 <br />L2 <br />A <br />23 <br />2 <br />6 <br />1 6 <br />1 his <br />n1a <br />M <br />3�5 <br />2 <br />6 <br />1 6 <br />1 rja <br />nia <br />47A <br />3 <br />6 <br />6 <br />23 1/2 <br />rda <br />13 <br />15 <br />- <br />_ �w <br />, <br />59 __ <br />_ <br />- , - <br />Y, __ <br />- <br />_____!__ - -,--- <br />4 <br />__,­_,__­, ­­ <br />4 <br />- <br />6 " <br />- <br />a <br />__t�__ <br />1 <br />t-8-1_2 <br />- <br />6 <br />--6,- ""' <br />31�_ <br />21314 <br />- i6V4_­_19_17i'_ <br />1 � 112 <br />15112 <br />I Series I 000 Aorizontal Slider X010X -Modular D <br />H 8 <br />Suck <br />Width <br />No. Fasteners <br />�;ISL <br />in Head & $III <br />Fastener Location <br />L3 <br />23 <br />__ 4 <br />41/8 <br />4116 <br />8114 <br />E 1 <br />35 <br />4 <br />F4twm[M <br />4 V8 <br />4118 <br />14 114 <br />& <br />47 <br />4 <br />4118 <br />4118 <br />20_1/4 <br />A L <br />__ <br />53 <br />­ 4 <br />41/8 <br />41/8 <br />23 T/_4 <br />D L <br />1 <br />50 <br />4 <br />4 US - <br />-4118 <br />26114 <br />�_, <br />4118 <br />4118 <br />29114 <br />1 --- <br />1 4 <br />1 4118 <br />4 118 <br />=11-41 <br />� [ Series 1 00iHorizontal Slider XOX -Modular <br />H 8 <br />E & I <br />Buck <br />No. Fasteners <br />was"'" <br />ths, S <br />Head & Sill <br />Fastener <br />Loc0on ::I <br />ES <br />Ellis <br />L <br />LA4 <br />_� <br />71 <br />6 <br />4118 <br />4 W81 <br />JA 1/4 <br />EWimin <br />A <br />____X_ <br />41 <br />4 <br />14 , <br />14114 <br />A L <br />0 L <br />, <br />__U_ __ <br />Jn. . <br />, <br />'_ 107­ <br />_ _ __.__ _ <br />­_­ ,_,6_,_,_­,___, <br />4118 <br />_­TUV_ <br />41/8 <br />- _ _ <br />-4 iiiiii­ <br />' i. <br />'t <br />:4118 <br />201/4 <br />, j� <br />_ _. __ <br />, ­rmw­ <br />I <br />- <br />". <br />- 1119. <br />. <br />- 6 ___ <br />4116 <br />26 1/4 <br />. <br />R!R" PRESSM R&TM jk IM <br />COMPL&WEE <br />(9) It "xct wisidow Sias is riot Now in fastener <br />location table, use fassitorier locations Visited for <br />W larger fte. <br />(T) Instatistions decided In these instructions; <br />amVitacke for design priestess 0 60 PSF for <br />the Mnebw alm Own" In the blible Design <br />ftefsures (D.P.) are positive and negative. <br />Overall Window assembly design pressure may <br />be Fiss than 6D PSF and shag be determined In <br />aclowdence with Note 13 of R-EX20100. Nall <br />9dwidulle In Note (Q) for Otogri pressures; to 35 <br />PSF 45 PSF and 60 PSF. <br />(U) Prodimon Glazing may differ from that tested as <br />allowed try ANSI/AkMA11WWDA 101A.S. Z <br />1014.S. 2/li or AAMA/WDMAXSA 101fi.S. <br />2/A440 and applicable Building Code. See Note <br />12 and 13 on Drawing FLEX 201011) for further <br />de"Iso <br />(V) SMrumil two by wood buck arWor framing at <br />the thead, sill and Ignite to be securely fastened <br />to transfer the bad to the wood SOUCUNSI <br />sutistrate per the FBC and the englow of <br />raorits detaft as applicable. <br />f See FLEX20100, 10 to 15 for additional <br />__ <br />AWid /2\ <br />1_3 6. L.3 <br />ypj (TYPO (TYP . <br />- Eh El,� <br />XO,OX - 4 Head & Sill <br />Fasteners. Jamb <br />Fasteners shown below. <br />II i I t- , --I - <br />1 7 Ll Ll <br />Frame 8. Buck <br />Heigh, // // . f L2 <br />--- T . - <br />XO,OX I il Ll Lt <br />L ____ - i g j <br />� t==3CLI`- <br />' <br />' A <br />__j ! X0,OX E.-��- 'Eb Xo,QX XO,0X <br />ELEVATION 3 Jamb 4 Jamb <br />VIEW, XO1 , OX 2 Jamb Fasteners Fasteners <br />Fasteners <br />u <br />Width <br />-, 6.t- 6� <br />FOC Code OCaT1pfiamCZ. CT,,) ! , , , <br />i 1 i I � <br />A __t:_7_'Z 1 7 t; 1 .1� <br />to WOOD SCKW&l <br />(IQ See fastener location table and Elevation views on thh; sheet for location of #8 Wood Screws. <br />(L) #8 Wood Screw must be of suiffideft length to adikere ml~ ernbectinlint of V Into this two by wood firaming. <br />(M) See DeMil "A" on ~ I for appacknote localbon of the wood an" In the atiactiment fin. <br />(N) Wood sonews, shag riot be used to hastion faseemilbly into end Won of wood. <br />NAIM <br />(0) Nails shag meet the following requiremerrts� <br />0.1 13" diameter or greater, <br />: sufficienit length to achieve nor"munin embedment of 1 71117 Into the too by wood flashing (!jenensly, nail 2 3/8" <br />length or greater shall mad this rectuffement), and <br />. he" (sciew) or annular (ring) shank sty* a*. <br />(P)MmktacturWsnaiksmeennUmserecm.-,o are (but not limited to) the folowing: <br />: Paskide deformed shank nail, No. 404947, 4045P, 6WI11 arid 650148, <br />Duro-flast deformed shank nail No. 325. <br />(Q) Location of nails MO be (+I- I" tolerance an spoong, edge distance is a maxkmm).& <br />. 4" maximufn from each comer of the head, sill and joints or XC/i & XOX Configurations, %nd <br />. for the X010X Configuradon, 7' D.0 Max for Jamb, Head and 911 fior 46 PSF to 60 PSF DP or <br />. for the x0jOX Configuradan, 9' D.C- Max. for 3amb, Head and SKI for 35 PSF to 45 PSP Dis or <br />. for the X01OX Configuration, 12- D.C. Max. for 3amb, Hood and 90 to 35 PSF DP, or <br />. for the XOX Carifigurabor, 7- O.C. M" for 3amb, & $' O.C. max. for Head and Sill for 45 P3F to 60 PSF DP, or <br />. for the XOX Configuration, V D.C- MarL for Jeft & 7' D.C. Max. for Head and SM for 36 P3F to 45 PSF OP, or <br />. for the XOX acriffiguration, 1Z'O.C. Max fbr Jamb & 9" D.0 mx,_ for Head andSlII to 35 IV DP, &W <br />. See D" 'A" on sheat I for appradinsate location of the mill in the attachment fin. <br />(it) Neils shall not be used to fostion assembly Into end grain of wood. <br />XOX - 6 Head & Sill <br />Fasteners. Jamb <br />Fasteners shown below. <br />I " ! ; Eh I <br />....­ - I &==,= - - <br />I LI k I Ll <br />a TL, - <br />Height // // // � L2 <br />. <br />XOX . - <br />: Li <br />I-----I-------- ___­ � <br />L ", . - - - ___ _, . __ - I _M_ <br />--- - 1-i 4E� A <br />ELEVATION _J�_E. XOX Es� [_ XOX XOX <br />VIEW, XOX 2 Jamb 3 Jamb 4 Jamb <br />Fosteners Fasteners Fasteners <br />Fastener Location T <br />1) All dimensions shown taken from the buck wiidth or height of the window frame. <br />2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the window to <br />be installed, enter the correct table above to determine the locations of the No. 8 Wood or <br />Topping Screws in the head, sill and iambs. <br />X3) Instail the No. 8 Wood or Topping Screws at the locations shown in the table. Tolerance is <br />4 / - 1" for spacing. Edge distance is a maximum. <br />4) This table is NOT applicable to the nailing option. See Notes 0, P. Q. and R for mail <br />installation locations and spacing. <br />9- <br />151 <br />ICe � b I <br />Iiii g <br />i ? § <br />§ I I <br />I i;I I <br />I. <br />M � <br />01=601%1*7 � <br />Oman Or. Itia <br />chocked or. 3H <br />Draw" No. RMS120 <br />ShOM 2 of 2 <br />Soot setweer <br />Ccrcrete Z V_(�e) Wood! Buck & <br />ad Mason,y Do" . Opening <br />. y <br />.nine Mas <br />Buck By Other's BV 01 <br />(Note 4,a) (Note 2.0 <br />byNathers Lher5, ,.,,,) <br />)i Concrete or <br />d <br />.r X 1-1/4' Pan A <br />— F. W. — Buck Width _ Mo 0, Embgdmpnt � Masonry ,51 <br />(B.W.) Opening <br />;r . F By Others .! I I <br />7A -7 <br />I <br />�7 <br />SeQ� Between I <br />� <br />Shim As Reqld <Note I.a) <br />. . I �:� D. <br />I __ <br />-08 I Iii <br />c, <br />Window Flangf, 4 1-1/4' Min. I <br />�cl Wood Buck <br />VI-, - - - <br />, I , _- ___1`B @. IL <br />-1 - - <br />a E� 4 mbeciment <br />(Note 2,o & 2.b.11) <br />"1___11 - I I I I <br />f <br />I <br />/ . Iii? § <br />'7 <br />- <br />17 51 <br />" I I <br />. 1/4'_�F­lm <br />I - - <br />� � \-�, - Npace max. <br />� <br />I L1 <br />- - //B <br />I <br />I <br />I � IF <br />F_ ! <br />I ____� <br />� <br />See 11.1. (J) - <br />ror Concrete � - <br />F,H. I- sp­)�Ng 10 <br />I <br />r <br />0 - B <br />One Vocal <br />Buick Other, gZ <br />Buick y <br />1 <br />I <br />: <br />� III f <br />I <br />7 <br />0", <br /><Ncite 4.a) <br /><Note <br />4, <br />: - JTI <br />;i Stucco By J Shim As <br />i ers L <br />I Req'd. I <br />; <br />- , <br />See Note CL) <_ �_� <br />I- 610 V-d Sea[ Between Window <br />sp-l"a __// <br />I // I 11�1_ Flar,ge and Wood Buc-ji <br />,_ 1 <br />V!, Seat Between <br />Vocal Buck & A I <br />, <br />Mae 1 <br />Mas a N I <br />Y. lepe no <br />, <br />� ; ppr,mpter ,Note La) <br />- , <br />'I I -lote 2.a L 2.1o.11) , <br />11 <br />- <br />� r <br />By I 4 h <br />By Others 5 <br />I I <br />I <br />i <br />i Seat By I <br />Perimeter Seat By Others <br />, & 2.10JI) <br />(Note 2.0, <br />I I <br />r <br />; Others I <br />i (Note 2o <br />.' <br />5- MAX. CT .) '"I <br />( yp (Note 2.a & 2,b.0) <br />A 1) 6. M". TYWPIthme = <br />Stucco By a', § <br />Stucco By Others I <br />Frame L 2.b 1") Burk <br />0 I= .14.... th 'I <br />_� �e) 6- ft,. Typ, in Joribs of 12' — Frame WI 't, _ , <br />(F.W.) 'I <br />I I ri <br />11 <br />Height 1 Hel ht <br />(F, H.) 0.) <br />high .hd.x. . <br />SECTION B-13 <br />i <br />ELEVATION <br />111-0 <br />: Perimeter, <br />I <br />.�� 7 <br />1 Seat By <br />VIEWED FROM EXTERIOR <br />Concr�ete or <br />11 <br />I <br />I , <br />5 <br />. Other , <br />I (Note 2 C <br />it 2�10A) Interior <br />I' <br />ou.,,Instolotio� for Concrete Screw* per Wes (1) & (J). <br />mes of Concrete Screw. per imitallotion Chart on shost 2 V. <br />1�� <br />Masonry Opening <br />By Others I <br />, <br />I <br />Installation of #10 Wood Screw& in Structural Two By Wood Buck . <br />11 <br />! -1 Finish By <br />i Others <br />per Wes (K), (L) & (M). q <br />i - - - - <br />. <br />I <br />I <br />! I <br />- <br />PARTS LIST - ii:d�l <br />i <br />I Head Flangelcreirma P;4_ <br />ex4l 2X6, axe i <br />; q 9 1q <br />2 M - I" Fran* �\__ <br />Wood Buck fit <br />By Dthe's <br />Iq <br />3 Joint) - Flongs, Frame <br />4 &TTTot Used <br />(Note 4.1p and Of 1 <br />IV Iq <br />1-3/8, <br />.516 <br />. <br />q <br />6 rwo4w sew <br />7 Gluing - See Note (8) and (C) Min. Emb. <br />9 <br />I <br />Iq I lu <br />7 I <br />8 3118, Die. Flat Head ConlreesScrew with millitimurin working lood In shestrall 180 boat I IW SECTIQN <br />. <br />&--A (AULISN"T_ <br />V 9 " <br />2 <br />'j� —Not* (I j`c;;_%_w,� 2 and Note 7 on Drawing FLE)MI 00. FoE installation <br />with twg by - � <br />I <br />�, <br />9 #= W9W or TRosim Screw w4h a minimiurn embodment of 11-3111' M 13tructural wood bucks, <br />Similar for Sectio <br />Seat between window ­�'Precost Silt to" <br />y others. <br />Tw By Buck or Fraftrill". See Note (K) on Sheet 2 mid Nola 8 on Drawing FLEX20100. <br />B-B <br />Does: 1/1107 <br />(not shgwn) ..''Nn <br />ftar e & pr <br />9 ^&Cost Sill ConFigurations may vary. <br />w/Vulkem 116 .Ine�lve- <br />prom or M <br />SeQtamt or approved equal. <br />ChWW Ilin JH. <br /><Note 2.10 <br />SECTION A -A <br />- <br />ftefortJI.Amenespi,P.R. <br />PL License No. 49M <br />GENERAL WnES <br />(I to 15) Sea Genml Notes Drawing FLOM1100, Sheet I & 2, <br />jAkw <br />(A) Miloolare Sense 1000 Fixed Alummum Window Is shai Also applicable to Swiss 20001 Fixed,%koverium Windows. <br />.­.. <br />.. . <br />(9) Diansing applicable to Non-Impacci Resistant glued windows. <br />. I I <br />. <br />JC) Prockictich, Gluing may diffor from that tested as, allowed by ANSI/A*WNWWDA 1011I.S. 2, 1Cl/I.S. 2f%APS or AAMAfW(*WCSA <br />LOWS. 2/A440 and applicable Burlding Code. Soo Note 12 and 13 on Drawing FLEX 20100 for further data". DISCLAIMER: The purpose of this installation drawing Is to present the . <br />(0) For Fastener Location & Guardia am Shoat 2 of this drawing. Sea NOW " regarding devittiols. mainufacturees recommendatlorts fbr anchorage (i.e., concrete screws, wood "I <br />I <br />IS) Controbe SC" edge d*W" Measured ftM edge of Wn"WAftaSWrYftOok 10 o~k* OfcNicroof SCIMAN must mad oraccoad 2 Screws, tapping sarews arld Vulkern Struculrall Adhes" (or other approved . I . <br />14 " . Minimum SIM and embodirrowilt por Parts Let See Nato (H) regarding devistione. <br />equal) as applkable] to achieve the design pressure specified on the <br />�.. ...4- . <br />. <br />(F) Wood or tapping screw edge distance measured fincrin edge of Wood to cordallne of wood or lopt,ing screw must meet or exceed 11', fenestration product as rewined by the 2001 Florida Bilikining Code (FBQ, � , ........." .1, <br />Minimum size and embedment per Parts LIPL Soo Note (H) regarding devistions. <br />Section 1707.4.4, 2004 FOC-Suilding, Section 1714.S.4 and the 2OD4 <br />(0) AN hold supplied holes in me frame (if required) will be 3111tr in clienteser for WlW dhameterr compete ecinews and #10 wood scfw". FBIC-Ressillentall, Secbon R613.6. Recommettlaboms regarthing flashing <br />(H) Any divination hoss than ass minimum rocAshmnerse visited must be approved by the manufticture <br />r or ongirsomed by Wor"Oesign Drawing No. FLEX27110 <br />sealing, sealants or other)oInt sealant practices does not constRine a Zmantl, <br />professional in accordance with the applicable Building Code and Ro&jct Approval. <br />enfer expressed or implied. <br />Still <br />I <br />. <br />sheothift <br />By Others <br />V Min. <br />- Embedment <br />GENERAL NOTES <br />- F,rLye Width <br />- I( Width <br />X � I <br />Seat Between <br />Winacho Fin & <br />(Wood Screw) Two By Wood (I fis jel See General NOW Drawing FLEX20joo, Shag I & <br />by 13 , 2. <br />a, 0) 0 <br />C.9; - <br />r <br />e I <br />. <br />I <br />Sheathing <br />'N.,:1Trr <br />b) <br />04 Maoslone Swiss 20DO Fixed Atimnurn Window a —. <br />W V A, <br />I <br />(Note ea & 2.C.10 <br />W <br />//�, <br />/ <br />Also applicable to Swim 11000 Fixed Allumourn Windows. <br />NON <br />-V d <br />in a 4, F, <br />� CA a, <br />A <br />I 0 i <br />V <br />� I . I <br />:.. Shim As Req 'd, <br />/ <br />/ <br />(N)DiewarvapplicableloNcoHmpectRe ~ <br />Ic -ximil <br />. <br />§ <br />I <br />I <br />.. .. <br />Exterior '.. , p , '. <br />Finish .. <br />. ... ... /_ 1/4' Max. <br />,110 <br />(Note Ib> <br />whilows. <br />I <br />(C) Production GWAM may Offler from tat I a slowed <br />. I I <br />I <br />A, . <br />I 1 <br />By Others <br />I <br />/ <br />Max. <br />try ANSUAAMNPANWIDA 101A.S. 2, 101A.s. 2/111" or <br />AAMAiWDMAiACSA 101A.S. 2/A40 and applicable Building <br />Fr f <br />//� Spacing <br />I � <br />I <br />1/4' <br />Shim Spa-ce -7 <br />1i <br />CW& Soo Nola 12 and 13 on Drawing FLEX2D10O for further <br />(See Below) <br />---I <br />// <br />I <br />; � iiI <br />I <br />__ <br />__ <br />OftilI. <br />Ax Fastener <br />Frame <br />Equally Spaced <br />// <br />Perimeter I <br />Sea, By <br />Othr <br />. , <br />I <br />(0) 3vocing an Elevation Vivo on Sheet I and <br />" . (L) & (P) an Shoo 2 of Oft dirineft Soo Nola (M) <br />regarding devisaticans. <br />& Buck . <br />Height Fasteners ­ ylj.l a <br />--i <br />/ - I <br />/;�////� <br />If ! <br />(No te 2.0 <br />(9) Wood am" and "I withiborwal "lose used so ganonial <br />lisdaming <br />8 B <br />I <br />� I <br />I b <br />I <br />& 2.c,ll) <br />this recaervirrients we based an Spimice-Pine-Fur Well <br />J <br />i <br />, <br />RSP@CftOIWKyOCO-50.$"NM(M)MW*VdwvWww <br />I I J__�i <br />If -b I <br />I <br />(F) Wood or tapping scrow odge distance mossurad gram edge <br />- - ___ __ __ I <br />F <br />- <br />F ram@ <br />6 <br />afvmW,�coldwlh ofificiodorloppingeonowniustmostor <br />A --j t <br />L-1/21 <br />I <br />Height <br />Buck <br />appow foreman size am embacknent per Paris Lim Sao <br />ELEVA I 10 I 4 J <br />Max, I I I I <br />(FA ) <br />I Height <br />7 (B.H.) <br />Note (H) regarding Cloviatkne. <br />(0) Nag edge distanoo mossureed from edge of wood to <br />— 0yp.) <br />VIEWED FROM EXTERIOR a I I <br />2 <br />D berstrartainel""w"'Wo'"""' <br />b~ wilkhover is larger. Alfinkmarn &'- anil embecknont <br />Head, Sill 1, J,,,b Anchor Spaclnll <br />1! <br />I I <br />Perimeter <br />Spot By <br />Othr-S <br />_\ <br />,_ Interior <br />Firrish <br />By Others <br />per Ports'List. Sias Note (H) moo" ChAls"0118 <br />(IQ Any deviation hose thoun the merimum reguenerreaft good <br />Must be approved by the marfulacturer or arVineored by ,icshee <br />Wood Screw - TO 70 PSF D.P.i 18' D.C. Max, <br />DMICUUMER: Too <br />P.p_d i 1 <br />driviii9seop"W00 <br />Axii <br />(Note <br />Nail, <br />r ... <br />Air <br />2 a <br />& 2.cal) <br />Design Proloosional In exxxonlance with the applicable Building <br />Code and Product Approval. <br />61 PSF TO 70 PSF D.P,: 5-1/2' D.C. Max. <br />axh=p [Lt., riow xw^ I I <br />� <br />. <br />0) All field suppled holes in the Ineares (it required) wig be 3/1 r <br />51 PSF TO 60 PSF D,P.i 6-1/2' D.C, Mo"' <br />impro-gesexisisdisili <br />sisovs ft d"P P- <br />1 <br />..'' <br />0 <br />11 <br />... III <br />I '-,, <br />in domater for #8 wood sciese; or The shank demseer of the <br />46 PSr TO 50 PSF D.P.; S' 0,C, Max. <br />apsisfied - Vis I <br />, ., <br />9 8 .. . <br />___ <br />_ Shim A ; Req'd. <br />1 1/4' Max. (Note I.b) <br />not founded up 10 to read standard closignallson drill - <br />I . tot sim <br />41 PSF TO 45 PSF D.P.; 8-112- O,C. Mo x <br />36 PSF TO 40 PSF D.P.- 9-1/2, 1O.C. MQX,. <br />, a sythe # <br />201 Floras Iseare Coof I <br />Unftellix,1704A,aelif I <br />Exterior .. ­1 <br />(j) Wood Scritiat arid Nab IgHoli NOT be mixed to ft" the <br />TO 35 PSF D.P.: 12' D.C. Max, <br />I <br />Pec.soorg. sms," I <br />Finish a 1. � . <br />� ... <br />�-Two By Wood same assembly. <br />. . <br />171M.4 .%d 00 a" <br />FK-RNWMKI�smm .16 � <br />1 <br />I <br />By Others ..�� . <br />.. �� .. <br />I by Othe,s <br />�� (Note 4.b> <br />All -I <br />- <br />massli-oftehirs - 16 <br />. . <br />. . . <br />. <br />Frame Width <br />Min <br />F <br />"W".Wwjm , <br />Seat Between <br />Window Fin & <br />— <br />j I' Min, <br />— Shim As Req'd. <br />Burk Width 1/4' Max. (Note IJ0 <br />(F.W. & B.H.) �_ <br />Two By Wood Centerlime Of ! <br />toy Others Fostemer <br />Zte 4,b) 1 <br />I I <br />a- not assuk" <br />~ <br />1 1-11 - <br />Dow 1/0107 <br />Sheathing <br />(Note 2.o & 2cJD <br />Sheathing <br />Embedment <br />(Wood Screw) <br />",��, <br />I <br />� ' <br />Sheathing i ' i <br />' <br />By Others I I <br />- 1 1 <br />5 1 <br />SCOW PITS <br />Deaver, IV. RIA <br />Cassava! 10 I" <br />By Others <br />I �1�1 <br />I <br />I <br />R96M).Amorma�P.L <br />PAM UST <br />3 <br />I' <br />Min. I I <br />R. License No. 49M <br />1 Head - FirtFnww <br />Embedment ­ <br />(Wood Screw) <br />f4 <br />#A" <br />2 SRI - Fin Frame <br />3 Jeb - Fin Frame <br />7 <br />- ­ <br />Attachment <br />­... . . <br />A . % <br />_ <br />4 Not Used <br />� I . <br />: * . � ... . <br />� " I <br />.. n <br />rl <br />"z� , <br />.. <br />. -1 <br />5 Not Used <br />:_i. ,� . . : . 8 9 <br />. <br />. <br />8 Gluing Bead <br />7 Gisucirics - See Nale (9) and (C) <br />8 <br />... 1, I � I I. ... . � <br />. :; .: � , .. .. .�. � . <br />� I . .., .. . . . Seat <br />. .� . I .. � <br />.. . <br />. � <br />. Window <br />_ <br />Between <br />Fin & Wood Screw or Nail Head Must be <br />. . <br />16 r7 <br />. . I . - <br />IQE*ntIMMoorLsMM§MwkhaminWmmwnbe&noftcfl'M <br />-,.-- ., - .. . - Sheathing <br />in full Contact with Attachment Fin. <br />..-__.,0 <br />the alrucharal wood substrate. Sea Notes (K) on Shoat 2 slid DWAI A on Oft <br />(Note <br />Pairimet� <br />2n L 2.cll) Centerline of fastener shall be <br />, <br />.,. ..* <br />drawing AM Note 4-0 & 8 on Diramig <br />FLEX201100- <br />Exterior <br />approximately 9/32" from edge of <br />"-`"`I` <br />9 gwwHwpebmvosbot*Nmwthminimwno.iirdwyww(ii <br />GA)and <br />Seat By Finish <br />Othrs 13 <br />Attochrnont Fin. <br />-_ - -_ - - - <br />minimurn Willsecirresel: of 1.?W 100 she structural wood substrals, Sao Nola (N) on <br />(N_ -,- By Ilthe,s <br />DETAIL <br />Drawing No. FLEX27120 <br />Sh"2wldDMoilAont**Wi*VWWNoW4,b&g�MDMA*VFLEX2MOD. <br />L 2.r.10 <br />Shea I of 2 <br />1 <br />— <br />I <br />Seat Between <br />99-c- <br />Seat Between Window <br />Wood Ruck & <br />/_ r,Qn,,,.y Opening <br />t� "S <br />. Frarts, Width <br />A - <br />Frame Width <br />- -P 1 <br />A --� <br />� 'I <br />Flange & Wood Buck <br />I <br />(Note E.a & L.b.4) <br />(Note 2.a & 2.1i <br />=� <br />_ <br />I <br />I <br />I <br />One By Wood <br />.. <br />1 <br />�f g <br />B k y OtnerS <br />I------- <br />- <br />7 - Ill! <br />9 <br />Concrete Or <br />Masonry <br />a eming By <br />­_ -- ­­ <br />D <br />/( <br />/ <br />co/ <br />1 I #// <br />-� � <br />i <br />I <br />5 ,A I <br />Height I I <br />I <br />hers <br />(Na te T) <br />�/� <br />B <br />B a <br />, <br />9 i 8 <br />V <br />I <br />Exteplor Finish <br />By Others <br />\ <br />� - <br />-.------T <br />4 1-1/4- Min. <br />I <br />I I I <br />- <br />: � <br />� <br />i <br />A <br />� <br />A Embodiment <br />I f <br />A <br />EXTERIOR ELEVATIO A __j <br />. I _____ - <br />I i <br />A I I <br />I <br />- L <br />- ­ <br />I <br />' <br />uck Width <br />1 <br />� <br />-Al 1/4" Max. <br />ill Shim Space <br />\Wd. L <br />______2 <br />a � W.) <br />1-1/4" <br />I I <br />Min. <br />I <br />I <br />Perimeter Sea! <br />I,- <br />I <br />rShim <br />Embedment <br />I/*" Max. - <br />I <br />I <br />B y others <br />(Note 2,o & 21oll) <br />,.,,) I <br />I <br />As <br />Sol t.A. 1. <br />,Z I <br />(Note IQ) <br />Shim Space <br />By Others <br />Frame I I <br />0 <br />_,�_Buck <br />Shim As Req'd. <br />(Note La) I--,' <br />(Note 4.0 <br />I I I I <br />Height <br />� <br />I <br />8 <br />(�) <br />I <br />(F.R) <br />I <br />7 8 Buck <br />. 4 <br />i <br />-_ <br />I <br />� <br />Height <br />(BIH.> <br />GENERAL NOTES <br />3 . I <br />\_� ----t � <br />1 <br />6 <br />(I ta 15) see General Now orraing FLL-Mioo, St" <br />Seat Ret.e <br />1 <br />Shim As, Req'cl. <br />1&Z <br />�7 <br />Wood Buck & I <br />1 <br />I <br />(Note IQ) <br />(A) Millooloprof Swiss 1000 Designer Fixed Alteration <br />,___-- <br />Masonry Opening # <br />Perimeter S <br />Window is shown. Also applicable to Swift 20100 <br />By Others <br />I I <br />By Othe ^5 <br />n, '. - Fixed AkrinburnWilindows. <br />1 4 <br />_____� <br />(Note 2.o, L 2 b,P) I <br />(Note ?a 9, e-b-11) <br />I <br />gill Drawing applicable IQ NWHMP- ROOM% Qlazed <br />Perimeter Seat <br />� <br />I i 551 <br />Exterior Finish <br />Others <br />I I <br />__T <br />wwgbm <br />(C) Production Gisong a" Mw Incen that WOW sit <br />By Others , <br />(Note Za & R.b.s�)�5 <br />Seat Between <br />Window Fliange <br />Wood Buck <br />,B y <br />allowed by NGVAAPWWPAIDA 101/I.S. Z 1011I.S. <br />Con crate <br />& <br />(Note 2.o, L P.b.") <br />1/4' Max. <br />Z14AFS or Aillifilk/W[AMA01MA, 10= VA440 and <br />Exterior Finish <br />Or Masonry <br />Seat Between <br />Window Fiante <br />- Shim Space <br />. a <br />*WmWoBWWVCoft.SmNokol2wWi3on <br />onlaft FLEX 2DI00 for flusidner details <br />For FmWw <br />By Others Opening By <br />- F,erne Width - Others <br />(F.W.) <br />Do* 10107 <br />L Wood Buc <br />'d <br />(0) Licaerbom & Overtlika 9" a" 2 of <br />this drawing, Sea Note rogwdkV deviations <br />SECTION B— <br />ftmw NTS <br />(Note 2.a L ebJ0 <br />I- 1/4" Min. <br />6 <br />(H) <br />(E) Concrete screw 06M clelanical measured from felge <br />PARTS UST <br />0 Dr RIA <br />Cbm~ my. Ill <br />- - <br />Embedment <br />� <br />of concrobelmosorwroblock to oentrilled, of ox - <br />scrow must I or exceed 2 1/4'. Minimum at= <br />1 Head - Fhqp From <br />, <br />Rabat 3. , . . P.S. <br />Concrete <br />Masonry <br />Or, <br />One By Wood <br />and sinbadmont Par Paris List Sao Note (H) <br />2 N - Flarigo Fran* <br />R. License Me. 497S2 <br />Seat Between Ope Ing By <br />Wood Suck L <br />Buck BLOthers <br />(Note ) <br />rogarifing devisfors. <br />3 Jornb - Flongs Frame <br />'fiR-Used <br />*11111111111, <br />Dthn <br />ers <br />Masonry Opening <br />(F) Wood or tapping screw edge distance mellowed from <br />4 <br />­... <br />By Others <br />*tip of wood to ciansell" or wood or "Paig screw <br />6 Not Used <br />% <br />(Note 2 Q L 243.11) <br />must meet or wroacd 1'. Ifininefrin ohm mid <br />6 %mft Bead <br />embedment par Paris List See Noto (M) regarding <br />7 011airg - See Nola (8) and (C) <br />: <br />DESCLAINER: The purpose of Vft hitellationi drawing is to raw, The <br />for <br />d*WNNIOM <br />(0) AN flokl supplied holes in to frame IN nimprod) will be <br />8 3/W Die. Flat head Concrete Sow with <br />minifterm working load In dmw of ISO, be at I <br />1 <br />manuhicturer% recommandations Anchorage (i.e., Concrete Knows, wood <br />scrines, and tapping scinews] IiD achieve the design pressure M)MOW on the <br />311 r in diameter for 311 ir parents offews and #10 <br />114'simbodirlont. Soo NOW (1) on Shoat 2 WA <br />,1� <br />....... <br />fariestratbat product let vectored by the 2111111 Florkis Building Cock (FBC� Section <br />Wood scrinew. <br />Nolis 7 an Drawing FLEX20100. <br />,-"* <br />.. *' <br />1707.4.4, 2004 FOC-Wklng, Section 1714.5.4 and the 201MI FOC41tissidential, <br />(14 Any deviation loss then the millawrix requirements <br />- <br />9 #10 Pat Hoail!�Lbcx:L2L�Sqw� with a <br />- _ <br />'. IV 0. <br />...... ... <br />�41 <br />SoctionRl Rocommendshonsnigar"Nalftsook%salwooradw <br />must be approved by to marrudecover or <br />menbrum embedment of I -W Into -.tpxvw <br />joert $sew* practicas 0006 riot oxistitift a weardrity either expossell or Implied. <br />entIftered by 'WW Design Prollossionali in <br />Two By Suck or Framing" Boo Nola (K) on <br />accordshere with the apolicablip BWft Code and <br />Sheall 2 and Notif 8 on One" FLEX2DIO0. <br />D11111111" No. FLEX28110 <br />I <br />Pro" Approval <br />Shea I of 2 <br />- <br />— LAIMUM Flo <br />CONCRETE SCREW INSTALLATION CHART _ AI&T-M 9-0-i - MM7UO 9 FARM= MR-^UATM MOWMMM - M,liggl&n � � PATAff & FK <br />"" AA" r .� I smog"migin <br />I -T.T- I -.- ,.._ ,.._ 311W pill CONCRETIF SCREW Wn% NO*4=MM ONE BY WOOD IUCIL -i 1 sit*- DW aMCRUR SCREW WIT" 140114-111MUCTURAII, OW W I ... 000 ill= AM CCOMM WUD-0�- <br />-7- and masonry or concrete sill, hmMMM is as j 4 I (R) 111OLISOM dqwftd In VMS <br />1 2 Ift'll 4 r (1) Wheat window Is installed in an opening with a rion4truchift one by wood W& far the head and Iambs (1) Where window is 4WAW in an operang; with a nairrotructleal an* by wood buck for tire head, as and jambs, use a 311V imsbvdlom acomptable for deep pressures <br />0 - minimufnamileadinso ofl-twifoomosonryorconci Sao 'parts use to 70 PSF. Design Pressure; (D.P.) am <br />"Ift". V-7 . 2 I I diameter owernills screw of sufficient hangth to schlove <br />- __ 4 - d - Atft had andfamis, use a 3116"dismixer owncreft sonewof PAT -dot length to advieventriftifin wrileadmantof 11-114" 90 Thereof" orcxvow see i § on Shest I of this drawing for concrece sum stea, embedment and bad reclubaments. See FUMOO, Note 7 for additional Mo" and re"adva overall window <br />53 Ift.v - . imi.3, 4 3 '"his LW on Sheat I of this drawing for conanste screw a", embedment ON 100 reQuwa,,w .See FILEK201010, "7fbr ockWonal axiciftscirlar, . across rOqt�. assembly design Mum mas be last than, <br />-a-vftXW mu"36 4 4 requiremall . i (1) Paster- swing gal be per Nabs (N), (P) and (Q) below. that shom h the fossener floomity table <br />n 11&44 ffTsur- -a ____T_ . At the sk apply a Structurv. Adhesive Seelant for the ftsi longth, of the Sill ine" the requirements of Note 2.0 on PLEX20100. and " be determined in accordance with <br />-774-�-" w�.14 4 4 9 I <br />la MW 14- -52 � � - 4 -.---- 4____ (3) Concrete Screw instaffeckin fadwriers " be spaced as Ablovis (see Elevation View on Sheet I)- I a #10 WWD OMM WrM STRUCfURAL TWO BY WOOD 11= AND CONCRIMIX BLqLD-DOWPL tOW WHEN TWO my Mobs 13 of FILIMICID <br />sa"Wa - a-t4iiiiii- _T_ I - sarlasloollik2mle"clikjambs: 0 14E a sill PCX "M CDWM"TIM NUr NOM)i (5) Production GW" may OW from that <br />52 Ift?, 4 - ---6"- 1) r Max from each Maw with her"Ining cluordity Of fiestereis siximir ill" between the Comer X i tested as slowed by A19WAA11410611AUM <br />. wl� 62 16,110 4 W_ A1012hons. � (K) Where window Is Installed In an opening with a iftclural bro by wood buck for the head, we and jmmta� use #10 wood sciews of 101A�& 2, 101/15. ZNM or <br />. __W ��_4��O� - __ ­I17__ ds 1 <br />'4W_l.__11T§;91_ <br />----,a - 11-1. I) So Concrete Screw Installation Chart at kA for quantitka; Of fa"O to be placed In head and Imes. - kffK*t length to achieve 1-3Ar won. embedment Into the am by � I buck. Sea *Paft Usr an Shad I of this drawing for AAMAAVDMAicSA W= 21MW and <br />wig _ __ ___.____1.__ A- <br />-lisiv 4 .­� ill) Maximum Design Premium for this Installation is 70 pell. wood saew at* and arritediment. Sao FLM0100, Note 0 for adftr,W wood sow recluatmenta. spiflicsible &A&V Cods. See Note 12 and <br />---- 9;7- - ASE 4 � jv) Tolerance is +j- V. This tolerance is applicable ID the evenly spaced distance. (L) Wood sovins *0 not be mad to fislaerf anon* NO do and grain of wood 13 on Drawing PLEX MW for further <br />fi� oxat, 'i ___T_ V) Carrier distance mewersill from tip of them (ill) Fastener spocing "I be per Notes (01 (P) aid (Q) bolow. details <br />063034 W.37 " I - .T - - ,It vj) For vArdavis greater then W wide; lot hok" and -ndirms less thor or eWW to tr Nor a4 w1cliths, see anceptione In *0 'N~ section of <br />�" OU4 4 3 (T) Concrete Hader at how andifor two by <br />_...A_".__. - ­­­41 ..... - ­­­1 ........ the Concrete 6 of ii, Irmamom Clsort at it& 40 FAgMMR SPACIIIIII (Sao gk%mdm View an this Shot)t wood buck And/or framing at The head, sisl <br />- <br />- 7�.-VT.---- - suw - 4 ­ - . <br />- - ____ - .., ......... � § and Wift to be socurall, fieftned to <br />64.0a WE 4 *10 W n n 0 SCREW Win" StRuCTIfill TWO By WOOD algal (Siles, Section kiii, Aileen" an ShM 1. Slosaw for Sedgen FA-111): - I (ill) Concrete screw spocing "I be as kkos: transit the bad to the masonry, Concrete <br />­Wi­ - _y.1T__ - __ ­i__ - __6___ <br />�, -83W- _4___&__ - V maximurn '11 or Is or other structural substrate per the Fac <br />�n mat s ___T_ (K) where window is installed in an opening with a structival two bY wood buck for the head and jamiai and a Masonry or Conceals SIO, Installation Is as follaws! I I I I 11 a awly spaced between comer andion; but not emmft 15m o.c. specing in had, sill orjambs of quartar-circle, quarier-dirde And the &Vkww of rocitirds cistallis as <br />i 1­2 M11 ___r_1 _1~1 . At the hand and jamixt, use #io wood scrervis ofiadfident length to achieve 1-3/8" min. embedment: Wift the two by vroad buck See"Parls Lhe an arch and hagulan configamstions, or applicablie. <br />_7% ,T_ 5 _2 Sheet I at M disfrong for wood screw stle and arribildrinerit. See FLEM100, Note 8 for additional wood sciew reciminersm -b . ey" spaced between comer andrans but nDt exceeding Ir a c Welong in head, set or *nbs of oil dther coiftrations not (U) Sao R=100, Notes 10 to 15 far <br />rum . 7 At the SIP, 8" a Stridurs! Adhesive Soolont for the V length of the Sill mealling the miclukolimmics of lift 2-bJ on RM1010, mentioned abine, Taw additional FOC Code cornplance, <br />r___T._N_ _W1 ---- S__ _3 ( I I <br />I TAKUN5 ___��%s I I— - S L) ;10 Wood Sam installation listansis "I be spaced as follows for all Window slats (see lifevaltion View on Sheat 1). Towarice Is +I- 1". z - I I . tolerance Is +/- 1', slid <br />._,;;I,.- .----I- ____T_ This talerance is apiricable to the am* spaced distance, Owner distance measured from tip of her - this tolerance is applicable to the everillY spaced distance. <br />I-:Z - Series L000 & = - head; <br />. ft.=-. - � 1� Us � . . . i - Owner dislance, measured from tip Of fromill Al <br />74.55 Im - Miss 1A 5 4 - - max fram corner & 17- 0-c, max. (0) #10 wocid screw spacing Oval be as folkwic <br />- I) to 45 pal. 5 <br />�­Tgff_ ___r1;iiZ!7_ "---,4-"- ----I---- if) 46 to 60 W. 5- max ftom corfor a I& o.c. nw. 1-11 <br />-12 M" . 1(_n ZL S' maximum from each Comer of had, sill or liarbs, <br />6.16 - - - . I 111) 61 to 70 pst. S" max from Comer & IT o.c. most. : erwity spaced between Comer anchoirs M not � , I g 12' ox- spacing In hoolf, 5111 or jowft for ft fallissing <br />81`2� ----T-,- I - $arms 1.000 & = - )NrAw a"wwms, <br />, - <br />WV 1 -31 6 I i) be 46 pit r max from Comer & 14- O.C. max. a evabnow <br />96"12% L1,711,41 - __T__ 3 if) 46 to 60 par- r max from Comer & 10'ac- max a wi arch <br />8`x� M. a ) 1�t <br />- 61x5D ___ _6 __ - - . if) 61, to 70 pol". S' max from carrier & r 04 mim # a holf-arebrow <br />- <br />34CWT4 - , ­M35 W - - 6 . T� ,V�--- bY into the 04 gram of wood. I' � . <br />(�, (04) Wood screm Small riot be used to faster assam o odagm <br />M12 : suit - Q a ran <br />i Sh,18 W1. a 2 PWAMPRISFAMItATMG&fKaMCUMFLKkNO I 90 I I <br />­_.1iiiiW____.�1_.___e­_­ I.- r - a Period <br />"Of a ; ftA-dtde <br />940�_ - I am zix A , 0. Pollf-circle <br />YxId" mr- a , (N) it exed wirebw size is M listed in fastener instigator chart for Concrete screw Instaglarions� use Assioncer Quarittly Noted for rod hinger : <br />sk. a" - --T-- (0) Installed" disposal in Uwe instructions acceptistilli for denn pressures to 70 PSF for the window am shown in the chart. Design Phemawas (DA'.) am - <br />as 0 4 . . a trillingle <br />Positive and negathe. Overall window assoinift design Pressure may in 'let than 70 PSF if governed by The O" and 0*1 Do determined in accordance, with - I a If <br />--789= --- R57rTf- i _rr.6 1=1 Note 13 o(FLEX20100. I 0 will <br />1-1. _­ 6~&3) 2 ('xift I & 3) <br />ma W� a(oxw �(_­ (P)ProcluctionGloiftmasidlifferfromitivatl 1, asa#wA,odbyANSI/AqWWIWDA101fl.5,2,101/1,5,2/W$orAAK%?WDvA(MAtOl/I.S.2/A440WO DOW 11sto . evionfif spaced between Comer shichon; but not i " 4Y mc, exact in head, sill or jorribs for the pchowss; <br />__ t --------- ____ - -F-"- -T(;Z9TW- applicable No fra; <br />MW I&F31 -0. Ow" Cods. See NOW 12 and 13 an Drawing P1.11=400 for R~ datalL conflgivations, <br />- ­ -3("163) - (93 TWO bywood buckardilior Training atthia head andjambsiti be saardy %Mmd 00 tifthlift thelood logo masonly, conaft or other structural substrate Drawn Isp RA <br />12DOZ - per the FOC arid the enginver of record's details as applicable. clackies; or. JM 0 quartar-circle <br />0­9 11.11 I ,i­ I . quillrelf-dicle arch <br />1�. 11xxx - - I - :1-?, I 7mx&i,,&Z) (R) Sea PLE)CII0101), Notes 10 to 15 har additional FOC Code Damplionce. a half -fan <br />lZixa lium -1. I . is,s, .., - tchorarics is +/- 11, and <br />:: ".- I �,­) 1 2("14� W - this lallerance Is applicable to the am* spaced distance. <br />- Comerdistancomiew finerropoll . A2 <br />� <br />r7s��,,�Irq,­011­�.­O ..... . (P) Spoon in Note IN and (0) aboins based on the useofe*w a coi- scrawor #10 wood scrivan micamod for sacur" the <br />l ,s.M._Wax0V*44AW*&T1:WW­ window frame wift the substrow as moo (so likatratim thei shaet� <br />Ii .w d­ 04 be T � V � - Concletescrovirtaw- ormosarry using a nopitructirel One Sy, wood galsit. <br />e""`1x"x`-*wx""d­,-"­"" �, Wormetwevieubstrals, <br />I x,&­fthmdxrxiPnv­N,­r A2 (Q) ; 010 wood SOW into a Two By Wood Buck structurally atisideal <br />i,­WW.%`...�­­_.." configanstionrectuirsocii Na arowicrobaso wW*iOv000dscwln~aheac6s$*rWnb,theloww*Fvis <br />i Isfe-I'Lftored "1x`r."*­*1W`8-$1xx11x` madianurn sps" above shall be wed. <br />I­1'�­� <br />Drawing No. FLEC7110 <br />Shftt 2 of 2 <br />Froffre Width <br />EvenlY <br />Spaced <br />5, Max. �� _____ . <br />CTYP.) HEAD I <br />- I Frame <br />1, , Haight <br />� r. 5* Mm <br />F b . JAMB -,,", <br />IT .) If/ - MO.) <br />-1 _ I .::= 3" - I - i <br />5' Max .- i ...... � - <br />_� � (TYPT <br />(TYP.) <br />EXTERIOR ELEVAngh <br />FASTENER SPACING ILLUSTRATION <br />EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE <br />EXAMPLE: <br />HEAD (CURVED PORTION) SECURED TO <br />CONCRETE HEADER, JAMBS OR SILL SECURED TO <br />CMU AND CAST -SILL RESPECTIVELY WITH ONE BY SUCK <br />USE 3/16" DIA. CONCRETE SCREWS <br />AT 15* O.C. SPACING BETWEEN <br />ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS. <br />- or - <br />HEAD (CURVED PORTION), JAMBS OR SILL SECURED TO <br />STRUCTURAL TWO BY BUCK <br />(ATTACHED TO CONCRETE HEADER. JAMBS OR SILL) <br />AT 12- O.C. SPACING <br />BETWEEN FASTENERS AND SPACED 5* MAXIMUM <br />FROM CORNERS. (NOTE: 12" SPACING FOR <br />EXAMPLE EYEBROW APPLICATION. OTHER <br />APPLICATIONS MAY REQUIRE 9" SPACING <br />PER NOTE l <br />A I <br />I 9 H <br />9 <br />1111 <br />, <br />11111 <br />Dow &/*IV <br />ftwo RTS <br />. or. sua <br />awskedierif � <br />Drawing No. FLEX28110 <br />Shall 2 Of 2 <br />FAffMOt 11111111MAILLAn011 lNffrRUCrIONS - FLEK27120 <br />*SWOODSCRI!WL' <br />(K) *8 Wood Screw must be of sufficient kingth till adkwe minimum embedment of I" Into the, two by wood <br />ftmk4� <br />(L) Spacing of wood screws; shall be; <br />0 +11-r max. from each comes, of the head, sit and Ombs, and <br />. evenly spaced babasen conter fasteners but riot exceeding 18" o.c. spacing for the head, sill and <br />jambs as shown in Elevation View on Sheet I of this cirawil <br />Tolerance Is +/- I". This liderarm is applicablit to ft evenly spaced Ilk � , � ZL <br />: Comer distance measured from frainfielibuck width or height dimension of frame. <br />(N) Wood Screws shag not be used to fasten assembly Into end grain Of Wood. <br />NAL& <br />(N) Nails staill meet the following mquitements: <br />0 0.113"diameberorgreaW, <br />. sufficient kingith to achieve minimurn embedrinerit of I 7Ar into the two try wood harming <br />(generally, nail 2 3/r liangth or grealser shag meet WS requirement), and <br />. hal (screw) or annular (ring) shank " only. <br />(0) ManuNctiffer's nails meeting bum reliuiremsents are (but not limited to) the fiallowing: <br />:Pasiode deformed shistrilit nail, No. 404947,404537, 650111 and 650148. <br />Duro-Fast deformed shienit nail No. 32S. <br />(P) Spacing of nails shag be: <br />+1/2" max, from each carrier of tilve head, sill and piribs, and <br />: evenly spaced bletweers comes fasteners and not exceeding o.c. spacing for the head, sill and <br />jambs as shown In Elevation View on Shat I of this &"no. <br />: Tolerance Is +/- 11. This tolerance is applicable to the arversy, spam distance. ZL <br />Comer distance measured from firarneilbuck wkft or height ciftelinstain of frame. <br />(Q) Nails Shag not be used to fasten assernbly into end grain of wood, <br />DuLGH MMM MUM ft FK 2W qWPUM13 <br />(R) installations depicted In these Instructions accep,table for design pi— to 70 PSF Wth lak"for spacing <br />shown the Ele-ation View on Sheet I of this drawing for the ficillOW11119,Mriclow sm: <br />- to 52 118" x 95 <br />. to 63" x W, <br />:to 71. x 71' <br />10 73� x 77, <br />* to 831 x 55 1/4' <br />- to 95' x 49 S/Ir <br />- to 119"x 37 W <br />Desigirt pressures (D.P.) are posifive and negallve. Omall Window assembly design pressure may be less <br />then 70 PSF and shall be determined In acciondance with Note 13 of FLEX20100. <br />(S) Production GWing may cbffw from thalt tested as allowed by ANWAAllitafflifilififi 101A.S. 2, 10I/I.S. <br />WAAFS or AAMk/WDMAXSA 1011I.S, 2/A440 and applicable Building Code. See Note 12 and 13 on Drawing <br />FLEX 20100 for further details. <br />(T) Stitict" two by wood hxk andifor framino at the hWr sill and jambs to be seour* fasteried to bwWer <br />the load to the wood structural substrate per the FOC and the engineer of record's details as applicable. <br />(U) See FLEX20100, Notes 10 W 15 far additional FOC Code Corrolance. <br />4gl <br />V Id � 5 � <br />iH <br />iii g <br />I i <br />3111 <br />I� I IL <br />V� <br />� <br />� 2 <br />If -4 <br />A I I -b <br />a I <br />N As <br />§ Fos <br />I i I 111 <br />111BI <br />4 vt <br />Z � -11 <br />Dow 1/9/07 <br />$CAW NTS <br />Drawmarm <br />Chalked By: J1H <br />Drawing No. FLEX27120 <br />Sheft 2 of 2 <br />I' Min. <br />Embedment - <br />- 1/4' Max. 9 <br />�__7w-_% <br />Frame Width - <br />9 <br />Ow� - Seat Behind Fin <br />'i,i ,,-, -, � - <br />Shim SpC <br />r �-, <br />-.--,-.----,- Suck Width I---.---- A IZ: <br />Pi I <br />F, <br />I amino <br />By Ot ers <br />I <br />:. <br />A <br />�_�_ V � I <br />" <br />Shim As R&C'd <br />' <br />Sheathing /- V, "Cit'Zorr". (Note I-b) �� (Note 4.b and T) <br />/ <br />-7 `*` 5 <br />I <br />By Others - , - __ ­ and T) <br />� <br />Seat Behind Fin <br />S <br />/-<Note <br />� ! <br />/ - <br />O(D --,,, r Shim As <br />< N 2.a L 2.c.lD <br />i? 6 <br />I I <br />Rect'l. <br />(Note 1 .b) <br />a <br />I <br />Frame - <br />/ S 1 <br />I . I <br />llllw� <br />. -I- <br />i <br />_11 <br />I' Min. <br />- Embedment <br />cr,,.) <br />(Woo ,, S ) <br />*E_xterlor <br />& Buck 0 <br />I ght , � � <br />/ a I i I % � <br />Ex, 1/4' Max. <br />" <br />I <br />By ­ .- n Space <br />Shrolthl 9 <br />- <br />i <br />By Oithe% <br />I A9 <br />Perimeter soot - <br />.rs <br />By Oth, <br />jl� <br />� <br />A ---J 9 <br />I I Z <br />(M - 1) <br />- <br />F <br />, Finish <br />,v 1th.r2 <br />By Others <br />Z5 <br />_q <br />-0 E <br />Bu k I <br />Height <br />III_ <br />Frame Width <br />EXTERIOR ELLV—ATIQN ,� <br />1 -3.2 1 <br />(B.H.) <br />---- 7 <br />_ Perimeter Seat <br />- Buck Width - By Others <br />(F.W. L R.W.) <br />i * L, i <br />I A <br />Frame Perimeter <br />,Note 2.0 L 2,cii) <br />3� <br />I I I <br />Hrleh I t - Seat 2 <br />(F, <br />. " <br />DISCItAlill The purpose of this insiadoxxon drawing is to pregent i 2.9 <br />.1 By others <br />(Note 2.a Shinn As <br />the manufactuman; recominenclations for anchwdge (i.e., wood <br />SCIVININ tapping Screws and nag$] lip achift* the design pressure I 1 1 f i <br />L 2.c.1) Roq'd. <br />I t . I <br />specified on the Fenestration produd as required by the 2ool Florida <br />(Note 1.1t) <br />.b) <br />Z <br />I <br />GENERAL NOTES <br />;c <br />Building Code (Fail Section 1707.4.4, 2OD4 FOC-Buildi Section <br />If to 16) see Ger"? Drawing FLEX20100, Sheet 11 & 2. <br />1 .. ec- , Section R513.6. - <br />- ___ ... Z <br />W Miloplom Sense 101100 Designer Fixed Aluminijim Windpwis <br />Recommendations, regarding nishing, seaft seakents or otherjamt <br />soolenit Practices does riot constitift a wairranty either expressadl or I <br />- . <br />I _____ <br />shown. Also applattlio lo Series 2000 Dowerw Fixed A,iumnurn <br />implied. <br />I <br />1/4' Max. <br />Exterior Fln(Eh� <br />By thers IA Shim Space <br />wkwom. <br />(9) Drawing apple" lo Non-Irripact Resistant ~ winclows. <br />11 I <br />� <br />I <br />(c) Pracasoll Getting frilly cifiest finom eat Maw as aticavoid by <br />, <br />I <br />(D(�) <br />ANSWAAMOW111AWDA IOULS. Z 1019�& Z%JIM or AAMA(WI*WCSA <br />10O.S. VA440 and applicable Building Code. Sea Note 12 and 113 on <br />I <br />, <br />I <br />\_ <br />4556 <br />Two By Framing <br />Omwhv FLEX 20100 for brow detail . <br />-7 A" I _V <br />By others <br />(D) For Fastener Spacing a" Notes (L) and (P) an Sheet 2 of this <br />A <br />SHEATHING (Note 4.b and T) <br />dfawrip. Sao Molle (H) regarding devestrixes. <br />Centerkine of Min . S - <br />BY OTHERS \- Seat Behind Fin <br />(11) Wood $crew and nail willidirmsel vokm used to gomersto the <br />Fastener <br />(Note 2,0, 1. 2.c,N) <br />hastaning mW*w*rAs am based an SpruosAns-Fur with a Speclic <br />__ 7, 9 <br />11 Min. <br />Gravity of OM. Sao Nots (14) migarding dervidions. <br />- <br />11 1/9/07 <br />a. <br />Emb diment <br />(F) Wood or tapping screw edge distance, mossured Invin edga of <br />Son* INITS <br />(Wood Screw) <br />wond in conterfine ofivocid or tapping screw must meet or exceed i . <br />I Us of Dr. RA <br />Minimum size and wnboOmwA per Pads Ust. Sao Note (H) rogam"Ifig <br />chockiii ain Jim <br />SELII13N A -A <br />deviation&. <br />- <br />- <br />PART6 UST <br />- <br />(0) Non OOP 00400 measured from edge of wood W conaarlike of <br />RobortA hoormisq, P.R. <br />I I Ft Lkanse No. 49752 <br />1 Need - FinFrame <br />nail must mosit or exceed WIr or 6 times Shank Datinsaw. whichever <br />. <br />2 Sill - Fin From <br />is larger Minimum size and embecirrienill par Paris List See Note (M) <br />... -1 *Age <br />3 Twnb - Fin From <br />4 Not Used <br />MW4*V deviefts, <br />" Any devellon low them the rnimmum nactuiremems aimed must be <br />T .. . ..... . %� <br />chment . <br />\ <br />5 Not Used <br />approved by Itso manuilmakeer or onginsered by �~ Design <br />v---qr -.. <br />Fin r . I <br />6 Glocring Bad - Rigid Vinyl <br />Pragessoinei Ill accomemoo we to applicable Sugdft code and <br />I - Soo Note (B) old (C) <br />Product Approval. <br />� : <br />8 SO Pon Hood Wood or jej?ft Screw with a rrdr*wjn embedment of V into <br />0) AN field supplied holes in this frame (if rsclukscl� will be 311W in <br />Wood Screw or Nail Hood must be I r7 <br />ft witrual" wood sultastrolls. Seas Nato (K) on Shoo 2 and Detail A an this <br />domestor for 46 wood =me or This shank diameter of the not <br />in full contact with Attachment Fin. - .. . . <br />drawing and Note 4.b & 8 on Drawing FLEX20100. <br />roundked up to ft read standard doolignalbri drill bit 9". <br />Centertine of fastener shall be .. ".... .1. 4. <br />9 Round Mail Declined §nELWI with nonnan 0.113- therrifter(Il GA)and <br />(J) Wood Scrorms and Nsft §HALI_ T be mixed to fasten the some <br />t!Q_ <br />.1 <br />approximately 9/32" from edge of ,`....." ... . <br />minimum embedment of 1-74r Wift On strocturall wood %bWo* See Note (N) on <br />Soso" <br />Attachment Fin. - <br />Shoe 2 and DoW A on ft drowing ancl Notes 4.b & 0 on Drawing FLEXM 00. <br />DETAIL A Drawing Mo. FLEX28120 <br />t <br />- <br />Sheet I of 2 <br />. <br />I <br />FAMNOt INSTALLATWO INSTRUCrIONS - Flx10(211:1.X <br />*8 WOOD SCPIW&l <br />(K) #8 Wood Screw maist be of Sufficient length to adillieve mintimurn embedment of r intic, Ithe two by wood framing <br />or the build -down I'mming component. <br />(L) #8 WOW Sam Spacing 9*1 be as filiflows: <br />- 41-11r maximum from each comer of head, sill or jarrill <br />- evently spaced between Comer fastersers but not exceeding 1Ir o.c. spacing in head, sill or jambr, for the <br />fallowing owillgivaidors; at design Ill- to 70 PSIl <br />o eyebrow <br />0 half -omit arch <br />0 half -eyebrow <br />0 octagon <br />0 fen <br />0 pentiolld <br />0 full -circle <br />0 haf-drde <br />0 triangle <br />a baparcid <br />0 oval <br />. evenly spaced between arm filsbersers but not exceeding IS- o.c. spacing In head, sill orllambs for the <br />following conflouratons at design pressures tD 70 PSF, <br />0 quarter-dralle <br />0 quartser-cirde arch <br />0 half-lan <br />:tolearaincei Is +j- I" No <br />this tolerance Is apillicable to the evenly spaced distance. 1�t <br />9 Conver distance measured from framaill width or height domension of frearse. <br />(04) Wood sonews 00 rolt be used to flatter assembly into and grain of wood. <br />WAIIII.91 <br />(N) Naff$ Shall meet the following rotauffernards: <br />0 0.113"Chomehas orgreatter, <br />. g.AicaritWnotoachimnUrfimmembe*nwtofl7/8"kftfttmbywwdorbv*40-dom <br />framing (gainal Illy, noll 2 31W lasto or greater shall mad ft recitissament), and <br />9 he9caI(I1CrRW)orWftIar(rft)"k**o*. <br />(0) MarfulfeUrW5 nolls Initiating Owe requinameents are (but not knited to) the following: <br />:Pasiciftlisliormed shink nod, No. 4OW7,404537,650111 W465014111, <br />Dum-Fast disfarmed shank nail No. 325. <br />(P) Spacing of nalls sholl be: <br />- 4-1jr maskinum from each Comer of the head, sd and Jambar <br />- evenly, spaced betwom Comer flistainers but: W e� Ose mc, spacing In head, sit and *ribs for the <br />following ComilgesSUM at design prevants 46 to 70 PSF, <br />a eyebrow 5, O.C. spacing <br />a half -eyebrow, 5* O.C. R" <br />a fan 6"o.c. spocing <br />a hag -fan 4* D.C. Spacing <br />o U-cirde 7* 0X_ "Nepho <br />a haff-arde 6"oic. spacing <br />a haff-arde arch V o.c. specing <br />a quartiar-dirde 4"O�C. Spacing <br />o quarter-drde arch ,C o.c. spacing <br />a ovel Ir O.C. spacing <br />0 octagon 7" o.c. spacing <br />0 pentow 5* ox- spacing <br />0 trisnois 5'o,c. spacing <br />a trapezold 51 O.C. Spacing <br />(P) Spacing of naft shisil be (corgirsuaft <br />- eirenily spaced between owner flasteners but M exceeding the o.c. spacing in head, sill aridjambis for the following <br />Configurations at design prosaires to 45 PSF, <br />a eyebmw r o.c. spacing <br />a her -eyebrow T 01C, Spacing <br />a fen V o.c. spacing <br />a half -fan 7'mc. spacing <br />a full-dricle 11" o.c. speeding <br />a half-dricle 9" o.c. spacing <br />a half-cade or& 7 at. spacing <br />a quarter -circle 7' o.c. spacing <br />a quarte"ride " 71 o.c. spacing <br />a oval 171 o.c. spacing <br />a octagon 11"o.c. spacing <br />a period 9"O.C. spacing <br />a triangle 9* O.C. spacing <br />a trapezoid 9' O.C. woo" <br />- tolerance is +/­ I", and <br />9 Oft tolerance is applicableto the evenly spaced distance. ZL <br /># Comerr distance measured grain frarne4buck Width or height dimensficent of frame. <br />(Q) Nails Shall not be used to fastern atsernbly into end grain of wood. <br />(R) Imitiffiations; depicted in these ingructions acceptable for design pressures to 70 PSF with feAm spacing in NOW (L) wid <br />(P). Design Pressures (D.P.) are positive and negative. Overall window aRgembty design pressure may be less than 70 <br />PSF and shaill be determined in accordanCe with Note 13 of FIJEX20100. <br />(S) Production Glazing may differ from that I asaflowedbyANSI/AAMA/NWWDAIOI/I.S.2,10111.&2/NAFSor <br />AAMAiWDMAjCSA 1011I.S. 2IM40 and applicable BtAkfing Code. See Note 12 and 13 an Drawing FLEX 20100 for <br />Further details. <br />(T) SMIctural two by Wood arid/or framing at the head, sill and iambs to be samnell, fastened to transfer the told to the <br />wood structural substralte per the FBC and the enighnefer of records details as applicable. <br />(U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. <br />i Frorn* Width <br />Suck Width <br />E-* <br />Spaiced <br />F_ __ Archars -- <br />__T- HCAD /,%" <br />: Frame Height <br />T_ Buck Height <br />E�fy <br />Spaced 4-1/2* <br />k�hory ,A" -,.. Mo., (Im.) <br />ITI P.) // ; i j <br />",_ SLL <br />. - ___ i J_ <br />__� �,,,i.,/2* i , <br />. , (TYPI) Evenly I <br />- Spaced <br />Arichors <br />(TY0 <br />EKERtQR__E_1-ZV,�jQLN <br />ANCHOR SPACING ILLUSTRATION <br />EYEBROW ARCH DESIGNER WINDOW <br />. <br />W_ <br />:-U <br />le. � t <br />I ii 4 <br />. � 6, <br />91 I <br />10 <br />F � <br />E <br />Dole. 119jair <br />fte* ITTS <br />gr*M Dr. RA <br />Chockaxi Dr. M <br />Drawing No. FLEX28120 <br />Shoot 2 of 2 <br />m 11111111, <br />W <br />ENGINEERING, LLC <br />P.O. BOX 3400 <br />Apollo Beach, Florlda 33572 <br />Phone: 813.645.0166 <br />Fax: 813.645.9698 <br />www.danscoenginee6ng.com <br />CA 25948 <br />1 <br />8 <br />9 I In <br />Lu <br />Z tz <br />0 :D !� <br />" U) , <br />4 �gvv, <br />(7i 10 <br />a _j 0 %D <br />< CO %0 I- <br />M <br />Z <br />0. <br />1: g� M oo <br />0� <br />oC 0 _j 00 <br />LL i <br />N__ = Cn <br />­1 <br />I <br />13:: <br />< 900 <br />Z Z E <br />E <br />Z <br />LU 3: 9 <br />_j . <br />W <br />Z <br />8 <br />mi 0 <br />F— <br />F— LLJ <br />U LU <br />=) r <br />C) C/) <br />—.1 <br />0 < <br />Cie > <br />CL 0 <br />Uj <br />< CL <br />Cal CL <br />< <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 VAUD FOR 12 MONTHS <br />AFTER THE DATE IT IS SIGNED AND SEALED. <br />SIGNIED AND SEALED FOR THE STRUCTURAL PORTION <br />OF THIS DRAWING ONLY. <br />OM07-THESE DRAWINGS AND DEW" ARE THE JOINT <br />PROPERTY Of DANSCO ENGINEERR11G, LLC AND THE <br />CLIENT ON THIS PROJECT. ANY REPRODUCTION CA <br />UNAUTHORIZED USE IS PROHIBITED. <br />REVISION: <br />DATE <br />DESCRIPTION <br />I <br />- <br />I <br />VERSION NO. <br />.01 - . <br />"P.:Ar '�?Ij , , <br />.�. ITLE: <br />% . <br />. I <br />� 114A ERS <br />I <br />SHEET INFO .1 <br />JOB NO.: <br />DATE ISSUED: 0 . .0 <br />DRAWN BY: <br />REVIEWED BY: H <br />WD 102__.. <br />00 <br />T_ <br />* <br />0 <br />Z <br />_j <br />5 <br />00 <br />00 <br />Ir- <br />C) <br />N <br />I <br />C*4 <br />LO <br />C) <br />co <br />V_ <br />LO <br />Ir- <br />4�1 <br />1, �_14N <br />k <br />le. '6� <br />, <br />1P0 41, <br />NN(rN <br />" <br />1�. 41 <br />