|
L--.�" .....--..����-� 11-1111111111111111111111111111111�-, --At.mma���.imiNi;l"
<br />- --
<br />SHIM AS RE'Q'D PARTS LIST TWO BY WOOD BUCK OR
<br />A
<br />(Note '.c) I Hoed - FlaiVe Frame FRAMING BY OTHERS (Note 4-b & W) IF
<br />- :- 4,
<br />2 U11 - Flange Frame Qe �
<br />SEAL BE1WEEN 11 3 Jamb - Flange Frame
<br />N
<br />4 W.;;a - Panel �
<br />I
<br />& SHEATHING 5 Sid - panel Z :9
<br />(Note E!,Q & 2dJID -
<br />f-- TWO BY WOOD 6 Look Stille - Panel SEAL BETWEEN . ? 6
<br />BY OTHERS 7 Indeellock - Panel 2 I
<br />I HOOK STRIP & 2 R I
<br />(Note 4 to & W) 6 Kock ftp I I
<br />FWOOD
<br />7,i, /
<br />I,
<br />SHEArHIN6 , (a FASTENERS SHOWN BUCK 2 11:
<br />9 Glazing - Sao Nalle (8) and M IN SAME PLANE FOR (Note 2.a & 2.01.90 H
<br />/\,/
<br />i'i
<br />10 3119-Do Flat Head g2glgM Screw withmirtim- CLARITY 13NLY HOOK
<br />"I - - 1/4- MAX. working load in 51marof 180 Ris at 1-1/4'embodffWg. STRIP ANCHOR HILES F �
<br />- I 1/81 MIN.
<br />I
<br />,, SHIM SPACE SPACED P1 APART ON - I -
<br />- - - ,
<br />Sao Note (K) an this dre" and Note 7 - Drawing OPPOSITE FLANGES,) I EMBEDMENT
<br />1;�f -
<br />I
<br />I .
<br />71\ FLWOiOO. (TYP,) .
<br />/�\/ \ ,
<br />11
<br />'
<br />,� I i -
<br />- 11 06 WoW or Tapping $cmw with a mimmurn Typ. 1 1 * 1: _0
<br />I �- embedment of I -1 f8' into two by firami rig . Sea Note (P) ii, 914
<br />-IF -il '
<br />I /
<br />)
<br />. I �
<br />� an this drawing and Note 8 on Drawing FLEX20 00. ; 5 a 2 I
<br />It 8
<br />/
<br />,%k
<br />12 08 Wood or TMh2 §M with Plastic Inserts (N. 8t 0 - '�
<br />I i i6iie, 7/8' MAX, < a �- a
<br />:;;:�
<br />1-1/8' MIN, on FLEM1100) at a minimum WnWmwt of 718' WOO - -
<br />! § 1 !
<br />5.1
<br />STUCCO -j I I this concrete sill. See Note (0) on this drawing and Note .---.
<br />1 .
<br />- \
<br />& 7 9.
<br />?7
<br />I
<br />1.21
<br />OR SIDING 8 on Drawing FLEX20100. :V, SIN
<br />� .
<br />--
<br />\ -- ATHING �-u 1,
<br />� � 'S -H ,E I
<br />`111
<br />1
<br />� I I BY DIHERS � I--
<br />,� 10 2 8i
<br />PERIME TER � I
<br />1 7 &j ��
<br />_j :
<br />! HOOK STRIP filpq &
<br />OTHERS 1;, .
<br />19
<br />I
<br />,.� ; 7
<br />S
<br />(N ote 2.0 : I DLETAIL -
<br />& 2 . C1110) i i A-7 -
<br />-
<br />- � � S.QZ WIDTH �1/4' MAX, SHIM SPACE
<br />-
<br />I �-1-1/8 MIN. I I
<br />SECTIDN A -A
<br />I !; GD,
<br />t
<br />I
<br />Hl-IGHT 3
<br />(�,
<br />--I
<br />TWO BY WOOD I I
<br />� /// ///
<br />--
<br />1 F
<br />. "/- (Note 4.b & W) B B PI
<br />""
<br />" "'61RED
<br />I
<br />K;�: REQUIRED
<br />E D -
<br />I
<br />(Note 2 a
<br />(Note 2.c, / I I I I
<br />t 2 oll", .
<br />& ,.d.,!" - �- SHIM AS REQ'D. -.j 9 -
<br />91!
<br />,j A
<br />(Note I.c)
<br />- -
<br />SHIM AS E�TERIOR ELEVATION ,,107
<br />REQ'D " O SHOWN Scale: NITS
<br />tR
<br />A
<br />(Note , (SEE NOTES (C), (D) & (E)) - Sir RIA
<br />In
<br />1 - OMAN or 3H
<br />c)
<br />. � 92
<br />RabortJ. Ansoneso, P.N.
<br />1/4' MAX_ � -- FL License No. 49752
<br />tod
<br />SHIM SPACE ii � 112'A / DISCLAIMER: The purpose of ft
<br />, - SEAL BETWEEN ensistation drawing is to present the 4"fle
<br />Z09 Z-06
<br />I DOO manufactuive's moemenerideltions for J-"��4 ,
<br />D. i ,6
<br />. THING
<br />� . I anchorage [I.e, coricrele licrem, wood ... .4, �
<br />E
<br />� screws and tapping scroval to when the � , '. T. %
<br />4 (Note a & 2,d.lij) the .19.
<br />4 . t�j deep pressure specified on .
<br />, - ,
<br />I *
<br />*
<br />. .
<br />I, fermsbabon product ar required try the , *
<br />EMBEDMF- NT 2001 Honda Building Code (FBC� Section
<br />1-114' MIN, 707-4.4, 2004 F909ulift, Section
<br />( D12 PERIMETER ',- d"
<br />1714.5.4 �
<br />� �
<br />14�"-� �11,
<br />/��'
<br />SHEATHING Ord the M MPAOdOntO,
<br />I L-e ,C
<br />Section R60 .6. Recornriendations �o ;.. 1. .
<br />�*,
<br />�-li,wl--
<br />OTHERS STUCCO
<br />raw" flashing, scoon, seelients -
<br />- (N & 2.01,M) cow joint seslant preducts does not . -
<br />LIBERALLY APPLY SEALANT ate a'a OR SIDING
<br />--
<br />�
<br />UNDER SILL OR SET SILL IN 11 OTHERS constitute a warrarity either expresied or
<br />BED OF CONCRETE (Note 2-d.iii)- MASONRY OPENING SEC110N B-B implied [&;vAng NIM FILEX24111
<br />1
<br />. SHIM AS REQUIRED (Note 1,c). RS Sheet I of 2
<br />--- .
<br />,
<br />l, Fastener Installation Chart - - GENERAL MOM
<br />-
<br />9
<br />/1\ ; at.. I R mind Cluanfiftes of Faimears
<br />k
<br />Nice
<br />� st.c.de c-liqu . jp.* "no to " (I to 13) See General Notes Drawing KIEX20100, Sheet 1 & 2.
<br />:- A I
<br />� Well H.i@M, I . own) I I
<br />I Md. a INS I3AI6'C* IM0. S W.)
<br />I I
<br />! (A) Milesitone Series 1000 Shofing Glass Door is Shown. Also applicable to Milestone Series 20M Sliding Glass Door.
<br />.e R
<br />. V91)97.14--AQ-.- -.-A--9 ------ --lim -i --
<br />4098
<br />; SW xx.ox.xo 60 60 s 6 3IDO) = (B) Drawing applicable to Nort-Impact Resisbrit Slxfng Glass Doors gWW with 31161 fully tampered gliass. Sea Note (V).
<br />-
<br />5
<br />- - - I&
<br />: a (C) Where "X" represents moving panel and 'a' represents fixed ", approved configurations are as listed on the %stener Instal Won chart
<br />I sued XX,OX�Xc) 72 so 9 4 (DOI 3
<br />1 -
<br />-
<br />I � I
<br />-
<br />I
<br />.
<br />I Boss XX-12X1-x-0- ML----- ip�--- .--.-?- I--- 10-AP0.L 1 - 3- on Sheet 2.
<br />xx.ox X0 120 so 0 1 -ii 7(cl) *A
<br />"WB* Hook Strip Detaill
<br />. T 9
<br />L �006& -t (D) Not all confligurations listed on the ftsilener chart are Mom on tdris drawing, however Installation sections -A", &
<br />! 5080 xx. Ox. X0 60 96 I Fo� 6 -- 3(001 1 0
<br />- �
<br />i� row XX. OX. XO 72 go IQ I a . 0 apply to IndifIlatlon of all approved configurations.
<br />I ,
<br />I I I
<br />i -
<br />� sow xx �� -- -104- -10-..----- �-- (E) For pocket door configurations, use closest by-pass door Size and cornfegullation In the chart to the finished opening of the pocKet door.
<br />--- i6 - m)- .- -1 -
<br />1 : 10080 -)i� " 16 OW) �L (F) Concrete screw edge discorice mostilred from edge of concrete(masonry/block to oet itef line of concrete screw must meet or exceed 2 1/4'.
<br />I .
<br />1 a 1
<br />1 .20
<br />; so �, ,� . -- i2 __j 6 __ 3 � 2
<br />� a Minimurn size and embedment per Parts Ust. See Note (3) regarding deviations.
<br />I .1 '. ox! �.a ,72 'ac I? AM 2
<br />k? ,Z.
<br />-
<br />I
<br />_..] - - - -
<br />; Sol 00 xx. ox. X0 Be i2o 12 1 10 5 - 2 (G) Wood at tapping screw edge distance measured firom edge of wood receiving Ilhe point to centerlIne of wood or tappint; screw must Meet
<br />n
<br />� . edge OX0 I A D - .. - I- - Note regard deviat
<br /> 109�..l-g9- -P --!�.-i�L-!L or exceed 1". Mininntint sue and embodmerTL per " List. See (3) rig lorm
<br />12000 1-5 80 8 9 I= ,
<br />.
<br />j _OXO _ Wl�- - +- i4 --- -
<br />! t5o" OX0 let UZI 50 8 8 12041 i � (") AN kid supplied how in the firarm (if required) will be 3/16r in diameter.
<br />� 9W OX0 109 i's 96-- 10 --- ---iD- -I 0M)Z 0 (1) Wood screw withdrawal vallues, used to generate the fasbaning requirements are based an Sprruce-Pine-Fur with a Spsiollic Gravity ofO.50.
<br />Z q.
<br />� 12080 D�j� I&
<br />1 ii� j9 I q ILPN� 0- See Note (3) regarding deviations.
<br />E IV$
<br />59i § ;
<br />. _ _ _ _q_ _ _ __ _ _ �j _ �
<br />_ ._2XO __.. _... _j ---
<br />i littoo Qxo 141 I/s. 26 - To - 15 - 11 0 (3) Any deviation less than ft minimum requilrements stated must be approved by the manufacturer or engineered by "pthet' Design
<br />. e
<br />it
<br />j
<br />� i2 to Tg>21 2
<br />-
<br />:: Woo, oXo 109 lie �213 -- - --- - Professional in with the applicable BW16NV Code and Product Approval.
<br />�-20
<br />. ,�
<br />. � .V
<br />11
<br />� 120100 oxci T45 116 12 14 11 PA) 1 2 accordance
<br />1 " XXX 105 " so I 8 13-- 1) I
<br />5
<br />I F� I]
<br />-
<br />I - � 3 - P=24%11
<br />120" xxx _1�4 L --
<br />---.---�,---ii-t-�M---!�-,---�--.--�.�-. � W -] - FAM109R UWALLAT1011111i VIISTRUICUM
<br />� INN XXX i7o 510 60 [ , 3
<br />10
<br />T1;5 ,
<br />I �j ,p --
<br />1 "
<br />1 : 9000 xxx 106 618 96 1 1-0. ! 0
<br />7 i?080 -- - . 0 3lie"OTAL CONCRETE SCREW WTTH SELL:*
<br />Yxx 142 95
<br />x
<br />I I ; -
<br />: - - -5M - 1191-
<br />15DW XXX 178 5A 96 10 16 0
<br />1 9DI00 . , - 19§ - ' 12- .- lq�-- - 7 .)?I - - - 2, _ ent hie"
<br />�A, 12 14 111D4) '2 (K) Where door Is installed In an opening with a masonry or conaft ON, use a 3/16' diameter concrete screw of ladfide IeWtoac
<br />XXX 112 $06 In
<br />0 6
<br />I IF C 9
<br />I ip'l
<br />- r-- -1/4" into masonry
<br />� �17 119 Big 60 b - 12 7jcll�j _ minimum embedment of I or concrete. See "Parts Use on Shad I of this drawng for concrete screw size, embeckner
<br />0 oxxo
<br />i -
<br />is , .
<br />j
<br />-
<br />: 12066 OXxci 143 M 50 8 14 992) 8
<br />: I and load requirements. See FLEX20100, Note 7 for additional concrete screw requirements.
<br />e
<br />�
<br />j
<br />: 160" oxxo lot &MM go a a 13 P4) 8 l See fastener Installation chart this sheet for concrete Sam quantities and additional Installation requirements.
<br />i I% We 96 IQ � 12 - 0
<br />; I- __9Mg_._ _ 1.. ., __,_.._ j __,_.___ _ _-!RL� - - -- -
<br />� '2000 oxxo 143 515 96 10 : -I W it pai, o (M) Install one concrete screw in each pair of facticiry, applied installation holes unless noted otherwize on the lastomer installation chart It Is
<br />.
<br />. IBM oxxo 191 $A 96 ' ' " too) _0 11 acceptable to install a 3/16- diameter concrete screw with a 1-1/4' embedment In all holes in the sill Which will exceed the minkirkent
<br />-1114i
<br />I i
<br />100100 XO I . _21,.
<br />PR-n- 12� - - - - _AjD . ....... ��__ reiciuslemeris of Ithe Feshemer Installatkin Chart
<br />; --c!X-- if --- t-
<br />1
<br />t.,
<br />. I 1 I 1.LDj4 2
<br />1 120 OU _PXX� . - ---r- -is -- - -i7 0o .- .-- 2 - (N) Alternate concrete screw Inibilation fasbarm front: to back In the SIR frarm member when both sets of holes are not used.
<br />: 60100 OXX ( 12
<br />I
<br />A
<br />- -
<br />I low go 5 (0) All remaining Factory applied Installation fastener holes in the sill not used for concrete screw Installation shall be andioned with plastic
<br />: - I- 11 ....... -- 1; . .... -!ImL - - , -...
<br />I
<br />1-m�--ALT.!!�, - ...
<br />i iWow xxkX 141 Im W 0 14 Vd)Wl -5 anchors (see FLEx2OIOO, Note &j for details) and #8 wood screws of sufficient length to provide min. 7/8" in, embecliment Into the
<br />�--= xxxx I" I" 80 8 18 - 13 arm) .
<br />concreette or masonry. See 'Parts Usr on Shad I of this drawing for wood screw size and embedment requinsments. Sea FUDC20100, Note
<br />I
<br />A
<br />-- xxxx 117 19 -20 10 --I 2 8 �`c`2) - - 0
<br />� 12000 -x�. 141 19 96 IQ— 14 -- 1p_(D3j_ _ -0--- 8 for additional wood screw requirements.
<br />�
<br />g
<br />�
<br />� 16019 XXXX ia-9-19- is i� lost -
<br />12 1 DID?) 2
<br />too'. I-- &W'- - 08 WOOD SCREW WM 9MUCTURALTWO BY WOOD KICK FOR HEAD, 3ANDS AND POCKET DOOR HOOK STIUP-
<br />1 41 U4 120 I
<br />1, ..'.X :1 1 111,14, 2
<br />I
<br />%
<br />Z I ."'
<br />.. X' I. I. '.
<br />1�1 : I I - - 11 I 11 7 .111 1 12 A (p) Where the head, jambs and podoet door hook strip is installed in a Wood opening with a structural two by wood buck and/or framing,
<br />I
<br />-
<br />lessioner Installaition Chart " m � #0 wood Sam of suffIcient length to achiseve 1-1/8" mi~ embedment Into the two by wood budk and/or framing receiving the point
<br />- '
<br />000 3102103'
<br />1) In some cases ooncm% screws am only required in one of the factory applied ristieflation ho6 - at all factory applied instailation holes. See 'Parts Usr on Shed I of this draiving for wood sum size and embedment requirements. Sm
<br />sets (i.v.. a hoe set being the two IK*m " in a plane perpendicular ki the wk%h of ill* door
<br />Inane). in fincea cases designated as woc, in lins tralikkad,on chad, one of die holes will rKelw 1 FUEX20100, Nobst 8 for additional wood screw requirements.
<br />SOON NTS
<br />Severe 11r. RIA
<br />Concrete Screw and Vne renlaining roles will be filled in accordance with Not*% 0 and P. (Q) See fastener installation chart this; Oiled fbr #8 wood Screw requiremenits in jambi head and hook strip.
<br />2) In sonle cases concrete screws am re"red in both Factory applied imballatIon hole ub. "D;* (R) Not used.
<br />Checked $p 311
<br />,&
<br />through IDIII designates In whicti size & configurations two concrete screws am required. The (5) Wood screws shall not be used to fasten assembly into end grain of wood.
<br />mffwnnV Wes Will be Oiled in accordance with Notes 0 and P.
<br />arDI'masins' instaft two concrete savAfs:n one W of ristallston holes.
<br />PROMR9 RATIO *I PBC CM
<br />221 means. noten bad concrete sow" In tied sets of ftW�wAlon holds. PMGM
<br />c) 'D3, moons, I,". two concrete scrows In threal sets of InstiaLebort holes.
<br />d) *D4' means, Instal Mo concrete screws in four sets of haliallation holes (T) It exacit door sin is not listed In ladiew Installation chart, use liastener quantity Rated for neort larger sin, for the appropriate design
<br />.) �Dr insane, install two concrete screlAo in a" sets of instailsom holes. Wes- requared.
<br />I) -W ""'W",nislall two carionato sore" In six aft of Installation holes (U) Inswitaijans depicted in these theouctions acceptable for design Pressures to 55 PSF for ithe window sizes shown In the chart Design
<br />g)'07' nneens in" two ooncrat, somwe in sa,mn soft of �nstofiabon holft� Pressures (D.P.) are positive and negative. Overall wilrellOw assembly design pressure may be less than Oat Shown in the fastener
<br />ii).08. ..: tnewl I. ..m . - 04M alits .I,nswaton notes.
<br />quantity table and shall be determined in accordance with Note 13 of RBQOIOO.
<br />3) Location of ad~al concrete screws in hoed & sill should be prW#z*d as k4lowe:
<br />First ad -out to imarlack, or buft stflast In head Is sill /1\ (V) Production Glazing may differ from that I I as allowed by ANSL/AV4A(NWWDA 101tiI.S. 2, IOI/I.S. ZINAFS or AAMA,rWD1Vt0tfCSA
<br />b) Seocirdy, .1 each end of head A, 91 I near jamb comer, N needed. 1
<br />a) 101/1-S. 2IA440 and applica* Builchm Code. See Note 12 and 13 an Drawing FLEX 20100 flor fiarther debits.
<br />c) Locations in noted & sill other than as fistea in a & b. l Two by wood and/or framing to be secierelly fastened to transfer the load to the masonry, concrete or
<br />4) Location of acklitional concrete, screws in iambs should be prioritized Be folb"7 ottheir structiural substrate per the FOC and the engmeer of records details as applicable.
<br />I
<br />I
<br />a) First, adjacen(to looks in iamb& (110 See FUD120100, Notes 10 to 15 for additional FEIC Code Compliance.
<br />FD—nwAn
<br />b) Secondly. at �h and of)ambs near head & out comers ft
<br />FLEX241 1 1
<br />in,ambe other than as Isho in a & b. I Sheet 2
<br />) "L-10=
<br />of 2
<br />I
<br />1 5) CS - arid WS - wood some,
<br />1
<br />DISCLAIMER., rip pepow d the inewwo, &wm is w ~ of
<br />MAS�.NRY OPENING CONCRETE DR i -
<br />-\ WOOD BUCK k MAS'Y. c:nNcRF TP OR -wh,WW.-.-40-lb,o.&.Mrl.,.-ft�-.deoa� MASONRY OPENING Q R
<br />BY OTHNS OPENING BY OTHERS _,� MASONRY OPENING " M- §nxtuai Adi-W (I �ihei .We(). OTHERS (Note 4,o,) :. PI I
<br />�) =-;=cairP-*.dW.d.1w.am0.P�. BY OTHERS ,- d �
<br />(Note 2.a L 2.b.11) ,1 BY OTHERS (Fact, SWW. 1707A4.2W - BUCK WIDTH,"' R
<br />911*9 1-1/4' M 9
<br />BY OTHERS i
<br />-\ '"'" " u*,W, "W" "e,
<br />RUCK _ � n
<br />inecioujamli, sionin i7m5 `1 aid dw.2004 FK.R"Omwl 30A.- FAIA* (R.V.) 1/4' SHIM -1 EMBEINEINIT W ,4 0,
<br />(NOTE 4.a) I i - 9 e'-.10, 0 - . OUNNI, Naft 111101110111 W *W Wit geleert SPACE MAX- PI -
<br />MIN, P"-d-n*"kft..w"". vNed
<br />i
<br />SEAL BETWEEN 4 N 1 �' 1-1/1' 01 2
<br />EMBEDMENT (D SHIM AS REO'D.
<br />T
<br />WINDOW FLANGE I (Note 1.0) " 1> .
<br />& WOOD BUCK--,_ I i?, A - -- --, 9
<br />11i 20 1 2X4, EX6. 2X8 WOOD BUCK
<br />I fl, 2.13,il) - 1 BY OTHERS (Note 41c, L and S) 8 I A 1
<br />1/4' SHIM 7 1 ;4
<br />-4 .1 I! -
<br />. SPACE MAX. -
<br />I �� K. I 5ECTION A -A (ALTERNATE 6 4-
<br />I 2 *
<br />I �
<br />- ------
<br />I .. ! - , 1 1-3/8, For ;nstg1lation with twg �y I
<br />: f 9 w
<br />; STUCCO : I
<br />. MIN. EMB.
<br />__j
<br />� .
<br />I , i Similar 5-5 0
<br />. ! I � (not ,3howrl.
<br />� I
<br />1 PERIMETER NHIM 4�1 KLU L-1 � STUCCO I
<br />I
<br />i SEAL I I? st I (Note !,a) I � , BY OTHERS § R:
<br />BY EITHER � SEAL BETWEEN 11�
<br />i (Note " BUCK HFIGHT FRAME WTH. WINDOW FLANGE 1. I -t5
<br />i ,to
<br />I & ,.� (13.1.1, GENERAL NOTES A & WOOD BUCK .1� I � -
<br />: , � I il-t; . I I
<br />� : General Noted Drawing (Note 2.o, & 2.10.10
<br />� I I PERIMETER SEAL 9
<br />Q�1� I J, 1 FLEX20100, Sheet I & 2 F
<br />. f -, .
<br />4 (A)MIldelt"601111,1110WHOrTontill BY OTHERS . .1 I I
<br />FRAME HEIGHT Sfiting Alturrinum Window in AD, OX FRAME ,5�," � (Note 2t, & 2in-11) . - i
<br />�F.H,) E: --- HGT. B B 2
<br />0 1
<br />7 V 1 6 and XOX configurations is shown - FRAME WIDI H - 1
<br />I i (9) Drawing *Ppikable to Nori-;Mpecl T 11�1-1 (F.W.> E I I iii!
<br />. 5 Resistant glazied Windows. 0 SEAL BETWEEN
<br />I SEAL BETWEEN (C) Production Glazing may diffier from
<br />I L aECTION WOOD BUCK & I i -
<br />q WINDOW FLANGE
<br />� & PRECAST SILL I that tested as allowed by A ..L�Y-�,DQ MAS'Y. OPENING
<br />f��EWED
<br />l -7 B --B- BY OT14ERS
<br />I W/VULKEM 116 1 ANSI/AAMA(NWWDA 101/l.S. 2, 1011I.S. FROM EXTERIOR
<br />,@
<br />� (Note 2a & a.b.11)
<br />11 I
<br />; ADHESIVE SEALANT ,5
<br />; . 2/NAFS or AAktA(WDK4/CSA 10LA.S.
<br />� OR APPROVED EQL. I INTERIOR 7JAW and OWM" BlUlk" Code. FASTENER WALLATkON ItOMUCnONS - FUD=310 (COFMWJW ON SHEET 2) .11
<br />III
<br />, (Note 2.1o.1) i FINISH BY See Note 12 and 13 on Drawing FLEX
<br />I : '��< OTHERS ILI A
<br />I - 20100forkirthordstalis 3f is- MA. CONCINEITE SCREW WrITH NW-MLK7URAL ONE BY WOW ISM I
<br />[�-F /
<br />- -� (0) For Fastener Quantities See shoo 2
<br />. I I&I
<br />- - --- - - of Us drawing. Sea Note (H) regarding (1) Where window is Installed in an opening with a non-strucDaill one by wood buck for ft hoed and i -0 g,
<br />; - V I
<br />-
<br />; . V q jambs and masonry or concrete SRI, installation is as follows: -
<br />17 deviallons.
<br />I . At the head and jambs. Lae a 3/16' desolater concrete Screw of sufficient lenoth, to achieve
<br />V (9) Concrete screw edge distance notimurn embecifteent of 1-1/4' Into masonry or concrehl. See 'Parts Use on this drawing For
<br />19 V
<br />q ,q I . q measured from edge of abrovits screw sbi arnbadment end load requirements. Sea FLM0100, Note 7 far adftbrol -
<br />, concrelialmasonrylblock to MtOrOrW Of concrete screw requilimmer".
<br />IQ
<br />lu V V ryst, 4crour m -at millet or exceed 2 . At the got, apply a Structiml Adhesive Sealant ficar the full length of the Sill "Matting the - -
<br />V
<br />IQ Ij 19 19 1AV. lulinimurn size aid embedment per requirements or Note 2.b.1 on FLEM100. me
<br />Iq
<br />IQ Plate Ust See Nola (H) regarding (3) See fastener quantity table on sheet 2 for concrete am* querobtles and additional Installistion ecao. NIS
<br />I
<br />devotions. requirements. grown, 8r. FLA
<br />Precast Sill byoothers .� ,�L scrow edge (K) Horizontal Slifing XDOX and XOX configisrations are fabricated with the reeftared number of holes I Chachsei 3H
<br />PERTMETER SEAL BY I (Ii Wood or ts,ppirig
<br />Conflg�rotlons . y vory
<br />OTHERS (Note 2.o. L 24).ii) distance measured from edge of wood for Instieflatkins. All factory applied Installabon fladervar holes In the head anxitiarints will be FAW With R~ I Amares% P.L
<br />.
<br />to m�ine of wood or Wpft mew - - - -- ... accordance With, note (Q above. FL IU NO. 49M
<br />PARTS LIST must meet or exceed I' W"nnn 9 . a* #10 WOOD SCREW WrFH SMUCfWU TWO BY WOOD KICK (5" Soctlica A A, Alternate I &%im
<br />I Head - Flange Frame and embedment W Parts Ust See - Shea 1. Siderealse for Section SHB)t - � ".
<br />2 Sill - Flange Rome NOW (H) regarding d"N". IL
<br />3 �j�nb - Flange Frame (a) NO used (L) Where window Is Installed In an opening earth a sbuichurat two be wood buck for ft head and
<br />4 W.� - Sash (H) Any cloVation Is" than the rrdnWwm jami and a masonry or concrete sit, Installation is as follows:
<br />requiroments ~ Must be approved the head 910 langth to schieVe 1-3/8' Islet.
<br />5 Sill - Sash . At and Jambi, use wood screws Of sufficient
<br />6 Uttering Bleed by the manufacturer or engineened by emboximent Into the two pir wood buck. See "parts use an ths drawing for wood saw slide
<br />1
<br />7 2jpM - See Note (8) and (C) -~ Deep Pirdleaused" In and ernbediri See F1.920100, Note 8 for additional wood screw requiresionts. - ..
<br />Sealant for full length the SRI the .-. Sonw.e.
<br />8 311 6` Dim, Flat Head Concrete Screw with minimum working load In shear of accordance with this applIcable Building * At the sill, apply a Structuval Adhesive the of meeting
<br />Code requirements, of Note 2.b. an FUEX20100. of, ...-- ....
<br />I Afto
<br />/7- - and Product Approval.
<br />YN, t .
<br />,\ ISO Itts at I 1/4-embadmant. See Note (1) an this drawing arid Notel? on (") See f1dilialleir quantity 1111blis this SIM for Wood so" quanditles ard adifitional Installation 'I ,
<br />1. .!...,
<br />/ ' \ Drawing FI-EX201 DO requiremerAbs.
<br />9 #10 Fiat Head Wood orTappina Screw with a minimum embeclimentof 1,VW (N) Horizontal Siding XO-OX and XOX configuradons am fabricated with the requirecl niurnber of holes
<br />into "Structural Two By Buck or Framing". Sao Note (L) on this drawing and for installabong. All factory applied "Istallatkin fedenter holds In the head and *ft wilill be Oiled with Drawing No. FLEX25110
<br />Note 8 on Drawing FLEX20100. #10 wood screws In accordance Will note (L) above.
<br />I Sheet 1 of 2
<br />- (0) Wood screws sinall not be used to Not& assembi Into Me end grain of wood
<br />. - I
<br />SEAL BETWEEN
<br />PARTS LIST TWO BY WOOD BUCK OR
<br />A
<br />WOOD BUCK &
<br />"
<br />10
<br />1 HW - Flandies Frame FRAMING BY OTHERS (Note 4,10 C 0 N CRI
<br />�RENING �j
<br />MAS'Y. OPENING
<br />BY "Th'IRS
<br />IR
<br />2 SIN - Flange From
<br />Zillp
<br />H A , 'IN,
<br />. M :-
<br />I 3Y
<br />4 [III
<br />4 BY OTHERS Qe R
<br />(Note 2,. & 2.6 11)
<br />MASONRY OPENING ONE BY WOOD
<br />3 - Flange Frame
<br />;i;ij
<br />. I
<br />SEAL BETWEEN
<br />Rit HERS
<br />(Note 4.a It. J)
<br />4 - Panel
<br />5 34 - Panel
<br />4 I 0 ,
<br />4
<br />I
<br />SHIM AS
<br />!
<br />I
<br />'
<br />6 E�ck Stile - Panel
<br />SEAL BETWEEN , 10 A
<br />' SAL B�
<br />INGE
<br />& WOOD I UCK
<br />U
<br />0,
<br />(Note 2.0 & 2.d 10)
<br />F
<br />REQ'D
<br />-
<br />LI
<br />H . S
<br />- Panel I H56K STRIP &
<br />7 Interlock .
<br />WOOD BUCK
<br />WOOD B A ,
<br />I I
<br />PERIMETER
<br />L
<br />(Note
<br />,
<br />1.0
<br />�
<br />X �
<br />,C V5
<br />Z
<br />8 Hook %rip (* FASTENER N I �
<br />(Note 2.o. t 2 Wit) I
<br />, (Not, �
<br />. 11 4
<br />9 4312jim - Sao Note (5) and M IN SAME PLA, S211 , :4 .
<br />I ,
<br />"
<br />SEAL BY ---�c`
<br />OTHERS
<br />_ MIN,
<br />, I
<br />V7. V 1 1/4' 1
<br />E ENT
<br />EMBEDM
<br />I
<br />. Z
<br />'r F
<br />CLARITY ONL
<br />3116' Die. Flat Head Colorado, Sam with minimum .
<br />,
<br />!IP ANCHD I I
<br />hood in ISO it* 1 114- .. � Ii
<br />1 ,
<br />(Note 2.a —
<br />- _ > .
<br />_
<br />:� (4
<br />/10
<br />working shoser of at arribadmord. SPACED Z' A L. LT. M'�--
<br />�� _
<br />, �L I
<br />*P
<br />1 this Noft 7 Drawing OPPOSITE FLANGE Irn-
<br />& 2A.111) '
<br />-
<br />I
<br />-� Seer Norts (K) on divieft and on
<br />,
<br />)!'
<br />. (T ;P7
<br />' ��+C�:�
<br />1
<br />FLEX201
<br />.1
<br />1 1 #8 :IT.,. Screw wfth a minimurn Typ, 1 1 *
<br />I , �
<br />4
<br />I ��
<br />STUCCO -
<br />-- .
<br />endleadmealt of 11-1fr WOO the levol by framing. See
<br />.
<br />a
<br />-
<br />BY OT ERS I
<br />I
<br />l!
<br />I
<br />Now (0) on this drowing and W* a on Onwav
<br />(�)
<br />1
<br />-All 3h - - -"-> "ll 1113
<br />"04
<br />,
<br />rIIIII SHIM AS
<br />FLEX20100.
<br />r - Ztz 7/81 MAX. 3 0
<br />REQ'D
<br />, Note
<br />11,r) �
<br />12 88 Wood or Tapping Sow with Plastic Inserts (Note
<br />a.1 on FLEX201 00) at a minimum embedment of ?fir
<br />-r X r
<br />§ ; I �
<br />- � f
<br />13
<br />I
<br />:
<br />Irft On concrato vill. Sao Note (P) on this drowling
<br />I j- j : I -.
<br />i
<br />and Note 8 on Drawing FLEX20100.
<br />SHEATHING
<br />1 I
<br />1A
<br />13 #8 Wood or Tapping $crew with a minimum
<br />embedment of 5W into the 'Oree By Wood Buck'.
<br />I,
<br />I Uh ;
<br />4 I
<br />f M
<br />; ; ;
<br />See Note (0) on this drawing mid Noto 8 on Drawing
<br />FLEX20100.
<br />0 HOOK STRIP I
<br />I ; � D
<br />I
<br />i !
<br />--
<br />DETAIL .
<br />� -
<br />SUTION A -A
<br />1
<br />A 1 I - -
<br />-, -
<br />i
<br />I
<br />� � 1/41 MAX, SHIM SPACE
<br />I -
<br />I
<br />� S.G.D.
<br />HEIGHT
<br />1 1/4' MIN,
<br />-EMBEDMENT
<br />11
<br />1 4 ONE BY WOOD
<br />//
<br />: ;
<br />-
<br />--, I
<br />///
<br />!
<br />(Note 4.a & J)
<br />Z
<br />r A- �
<br />SEALING . :
<br />C; REQUIRED :
<br />1
<br />10
<br />B B -
<br />(Note e,lb ; I
<br />I I I I
<br />& 21411111)
<br />MAS'Y. OPENI
<br />3
<br />i
<br />A -� VC
<br />SHIM AS
<br />i
<br />(Note 2.a & 2.01.110
<br />P--2-- .
<br />P7XTF7RTnR FLFVATIn Dow 3102/07
<br />REQ'D
<br />-1 I- I
<br />A,
<br />SHIM AS REWD,
<br />2 PANEL DOOR SHOWN 1110011111; ms
<br />(Note
<br />I
<br />:
<br />(Note 1.0
<br />(SEE NOTES (C), (D) L (E)) a a Or PJA
<br />I.c)
<br />I I : :
<br />I Chischad Mr. IN
<br />1/4' MAX
<br />141M SPACE
<br />S -A,
<br />: i
<br />I i i
<br />I
<br />'-,A
<br />I lkl.@
<br />SEA; BETWEEN
<br />Z-@ �
<br />II-1 3. Amoruse, P.R.
<br />DMILAIMER' IN wpm of *4 FIL License Nc. 49M
<br />Instopolioncheive lead P it*
<br />-
<br />P I!
<br />.
<br />f , �,
<br />.
<br />,��,�
<br />L WOOD BUCK
<br />(or .."Illo.
<br />........
<br />! ,
<br />andwage, [Le., wow scraws; wood .1 ....
<br />. .
<br />.
<br />�
<br />`�
<br />.
<br />. . A A
<br />4
<br />PERIMETER (Note 2.o L 2oi.ii>
<br />. .
<br />.. A
<br />.1
<br />saw's and tapping tecre"I to schissat the %04 - - � ..
<br />design specifled on the fulesteactin - ..
<br />A .
<br />. t.
<br />)
<br />I
<br />J
<br />I I HL IC'.. 4\ F
<br />premium . - I
<br />placluct as ronfulmid by the 2001 Flat - - i 0 I ;
<br />I .
<br />SuMN Code (FM. Section 1707.4.4,21111,11 - i -
<br />4-t..-"4A4P4
<br />EMBEDMENT-
<br />y
<br />(Note
<br />2,a L 2A,111) . 'N MASONRY OPENING
<br />"-��
<br />FOC-agdoinill, Section 1714.5.4 and the 2Q04
<br />1-114' MIN.
<br />OTHERS
<br />� S.G.D, WIDTH
<br />STUCCO
<br />FIC-RoWereltiol, Section F4513.6.
<br />RKOWNW40X% fspn*lg feel" ill
<br />00
<br />t
<br />sealing, sellieft or cow jokt seelant ... . le.
<br />vAwr"
<br />JB!JiALLY APPLY SEALONT
<br />JNDER SILL OR SET SILL IN
<br />SECTION B-B
<br />"Mmdmrwtwwftft" ,','!.-.-*L r%k4 ,,'
<br />Getter expressed or WOW.
<br />- , - ,",
<br />SED OF CONCRETE (Note 24iii).
<br />DnMft No. RB(74110
<br />[EM
<br />SHM AS REOUIRED (Note I.c).
<br />2
<br />B OR
<br />Sheet 1 of 2
<br />1
<br />-
<br />1
<br />AI ------ - ---,------ios-te�w-iwt-a�ch-l�i-- ---------] ammotAL
<br />9
<br />$a. Relabeled""""
<br />am. C." carorAmw (1 to LS) See Gentral Notes Draw" IFIBM100, Sheet I S. 2.
<br />42.6 M" an Hook strip
<br />:-N I
<br />mew (A) Milestone Series 1000 Slidang Glen Door Is show. A19D applicable to MITIestione SOW 2000 Slift Gas DW.
<br />. seem I tiviii lsmr4al, I ad-!Ml
<br />t Al (B) Drawing appillcable to Non-Impect Resistant Siding G" Doors with 3/16'k* temple
<br />,e &
<br />1
<br />4068 XX OX XO 46 .&_ 400) 3MO) .MCKS
<br />a gioned gliais.Seelibbecv).
<br />'r "Cr
<br />I
<br />I
<br />111060 RZ X0 00 .. so AM ::M_ - 3 (PPI . -0 - %C) Where represents moving panel and represents Oxed panel, approved configurations am as listed on the fastener Installation chart on
<br />M 4
<br />"Its x W Ail
<br />::I�
<br />r
<br />15 4
<br />- - . -
<br />- --�Amh -1 - I-A-1- Sheet 2.
<br />root
<br />am xx, 09, X0 - -a - 400 5001 I LL-
<br />ii
<br />I
<br />10008 XX,OX.XO 120 so AIM T(DI) 7 I 5 (D) Not all confligundions Ided on the fastener ~ are shown on this drawing, however Installation sections "A -A", '8-8" & Hook Stirlp Detail
<br />(DI) ;
<br />,
<br />I §
<br />I
<br />.
<br />gold . XX'OX - X0 go stoo) 300) 3 (DO) ! to apply to firesdalkition of all approved configurdlons.
<br />A
<br />am xx,cx.xo 72 96 5 (Po) 4(001 4(okh � IQ door cord'diuratlons, use dosed by -pas door size and coiftration in the dot tp the thalved opening of the pocket door
<br />(E) For podget .
<br />I I
<br />T
<br />am 5 IDOL
<br />NX-EMN-00 PIMP— `1116 -- i a - -02) 1 10 [F) Concrete screw edge distance measured frorn edge of concretelfindisonerytiblodc to carthartine of concrete screw ingist med or 21/4'.
<br />1 �, I
<br />a g� 600) W 3 1 12 Mintimurnsimardenteldnen per Parts Ust. See Note (1) regairft deviations.
<br />- - I ---..- --!L-L- - " 12
<br />00100 - XO. -a- - M__ 712j) _fft . (43) Wood or toppling so" edge distance mesamed from edge of Wood reoe" the point to oenterline of or telippling screw must meet or
<br />wood
<br />N19
<br />A �
<br />1
<br />_
<br />. soloo, I 20 90 120 8041 k0i 50 tZ - exceed I". Minimum see and unbediment per Parts URL Said Note (1) mwdw* deviati-
<br />-
<br />-A— 4
<br />99 IA 00 (DO) OW" a (oil a
<br />; 145 'A 80 Alm 9 02) 0 102) a (H) All fleld suppled holes in the from (if required) will be 3/16' in damel
<br />-0.02E I
<br />ISM 181 �06 � so M Any d"lation k% than the minimum rewirennents at mi be approved by the manufactwiner or engineered by "OW Design Professional
<br />A (DO) 12 041 1204) a
<br />E � b
<br />woo COW ice lie go 6(m 7 CD2) 7 (ID211 'a coance it he iling pprova
<br />t2w oX0 145 !A 96 5 I 0 100031 I 0
<br />I.. 1 I
<br />PC) lost -
<br />15M 0X0 lot i's 96 5 (DO) 14 M) 14 (DO) 10
<br />§ I i's
<br />goloo 0I ice I AS 120 11i 7 (MI 7 032) 12 PASTOW OWALLATM V48TRUCTIONS - FUM41N
<br />Ad
<br />7.2 .
<br />120igo OX0 145 14 120 a 02) I I 041 I I #D4) ; 12
<br />'t,-
<br />§ 1.
<br />am XXX - oil - OIL CONCRETE SCREW WrITH SELL AND NON-SrRUCMRAL BY WOOD HEAD MD
<br />-i%-M-AQ.---- -9A1311--j--!1-- 3/16 ONE BUCK ON 3AMOS:
<br />t 'e-
<br />-
<br />Mai-4-1L
<br />120MMOB __X __ J42 511 --- 9 02) 9
<br />-AR9)L--!L-
<br />I I M
<br />I
<br />tilogs xxx `178 fit 80 A i 1 12 (IM) 1204
<br />am xxx 105 US so a 10 (3) Nall attactement of fic"Micb"I one by lbud(per Note 4.a.0.2 an Drawing IFLEII20100.
<br /> -4W.1
<br />12M _ X)F- T4-2 518 $ V 10653) -i�- (K) Wheire door Is Indalled In an opening wO a non-structural one by wood buck for the head and jambs and a masonry or concrete sill, Use a
<br />: ..-
<br />A 0 "
<br />A -1
<br />Ism xxx 178 W 90 5 (DO) 14 PSI 14 I 1 10 3/16" diameter concrete screw of suffickalit here" to achieve minimum embecirriant of 1-1141 Into masonry or concrelle. Sin "Parts Ust' on
<br />soloo XXX 100 50 120 111:02) 7 tD2) 7(02) 1 12
<br />.
<br />19.2 0
<br />f !
<br />12100 xxx IQ 64 120 5 402) I I 104) Sheet I of this dirstring for concrete screw sin, embedment: ancl load requilrements. See RB0100, Note 7 for additional conorde, screw
<br />-1
<br />, i . 1
<br />10088 oxxo 119 " so 400) 7(D requirenteft
<br />3 1
<br />12006 OXXO 143 50 W 4 , 2) 9 8
<br />_ __jR :�
<br />Mi. -�W- (L) Sale fastener Installation chart it% sheet for concrede screw quantities and additional Installiation nequiremerb.
<br />21u,
<br />� -
<br />I 13
<br />em 0 I al N 80 __j0L_ $3 (DMT Install one corKraft so" In each pair of factory applied litablelialfion holes vim, othsawbe an the fasternar installation chart. It is
<br />10000 00ML- a I to--
<br />-
<br />-
<br />-2no liti-p- J%1-APj0-- -
<br />120H 0 13 do 11* 5 (M) Zi!m accept" to Install a 3116" diameter conc; saw with a 1-1/4' embedment in all holes In the had, sill and jwrft whilch Will exceed the
<br />- - .-
<br />290 11 " 96 6 i I loam 15 i to minftm requithemends of Vie Fostdamer Inditiltilloin Chert
<br />I
<br />L
<br />--jl2v
<br />--iWL- -
<br />100101) -0XX0 9 54 120 11021 I SM211 a I i2 Alternate concrete screw ehdakton ftsteners front to bodc in all from mordbers when both ads of holes am not used.
<br />(N)
<br />I
<br />1 120t0t) oxX0 13 56 120 1102) I I I (DA4 I I 1 12
<br />1110100 ono L�P_ 120 (a) AN remaining factory applied Installation fastenerhoes In the head andjamb(s) notusedficrocinambescrew Installation SIM be f . With
<br />I
<br />JI
<br />L 114 T
<br />IBM 4 7(011 . 7 . a #8 wood scraws of sufficient longlM to prdvide min. Sff elentedment: Wito wood budL See 'Peft Ust' on Shed 1 of thill drawing for wood
<br />0�� .§� --
<br />12M M-X-X 1 19 so--- 4 . screw size and embedireent reclurvinteritts. See IFLEM100, NM 8 for additional wood Screw rectufrements.
<br />- - A—
<br />low XXXX 19 IA4 80 ADM 13 P60 (P) All remaining factory applied installialtion fastener holes In the sill toot used for coronete screw instandlon 00 be anchoretl wrdi plesbc
<br />I
<br />.9
<br />5
<br />low XXXX 117 I ( 0 (Pin 'a
<br />iao6o XXXX 141 1 A144 96 s M, 10 10 anchors (see 1`11.00100, Note S-j for details) and #0 wood sum of wifficiert length to provide min. 7/r in. embedment ft tfthe cammareate
<br />lww [ 10 - or masonry. See "Partis Ust' an Shed I of this drawing for wood screw stie and a. 60. m requiremerft See FILEIM100, Note a for
<br />�101013 1 - - -
<br />,. - additional wood so" requirements.
<br />, - ;N
<br />�
<br />AN
<br />11
<br />I
<br />2cioo 1� ;
<br />1 - igL,
<br />M 1 M i i IF—
<br />i; iE112i
<br />I I 8999 i ;^ Tfo--
<br />I 04m) -
<br />me WOOD SCREW WrITH STRUCTURAL TWO BY WOOD BUICK PM POCKET DOOR HOOK STRIP
<br />,�
<br />�-
<br />Fasswear Wwofflow Chart Is, :
<br />I) Insorne come ooncrishisomwe amonly required in onsolift factory applied inaftillation hole [Q) Where podicelt door hook solid Is Installed In masonry opening with a structural two by wood buck w*or framing, Lin *8 wood scrove; of
<br />am 0.*.. a Wa so being ft ava hades hing in a plans perpendlictular to the worth of the door
<br />-
<br />Deft 31OW67
<br />90" NTS
<br />liarre). In those on" destrided W'W In Its WWWW'Cn ohill"L OM Of " WW Will MCONT 0 Sufficient: length to achleive I-Iffl- madmurn embedrivant into the rm by wood buck ared/or ftarning receNing the pom See 'Pals Ust' an
<br />cement or. RA
<br />Concrete Saw and the remaining holes will be Illed in oppordence with Niiise 0 ork! P Sheet I of ft drawIng for wood sar" size and antendmant requiremeents. See FUD00100, Note 8 for additional wood screw requinerne;
<br />Cho" OF *4
<br />2) In am* cases, concrele screws a. required in beat faclory applied Indellmdon We soft, M11 /1\4R) Sale fasbarter Installation chart d* sheet for #8 wood screw requirements In hook strip. Ali holes In the hook strip will be fOW with 06 wood
<br />though *W Ononsto In which stis, & configurations; two corecreft screws are required. The - screws with a 1-lAr finninnum enitiedines
<br />remaining holes will be OW in accordance with Notes 0 and P� (9) Wood screw shot not be used to faft aissembly into end grain of wood.
<br />messes, states Two ocrecralig somwis In arm set of Instillation frolas.
<br />:rDI*
<br />)ID2' mesuat, Install two concrete screws in two sees of installation holes.
<br />c) 'Or me", inal Mo concrete scilews In #sea ode of braftillabon rectles. PRUGN PIUMSM RATIM & FK 9M COMPLIANCE
<br />d) 1W means. ~ two concrete am" In bur east of Installation holds
<br />0) *W means, Insist two concrete somwe In Ove sob of inslistellion holes (T) If owed door sin is not listed in faderair Installation chart, use fladener quaindity, hood for rod larger size, for the appropriate deW
<br />ri "per meents, troose two caromis scrows In six soft of Instillation holes. pres- required.
<br />91 *Dr regang in" two conames, core" In seven wb ofinstalketkin how (U) Installations depkW In dew instructions; acceptable for design pressures to 55 PSF for tine window sizes shown In Ifle charL Design
<br />11) 'Dr masna: India beed conames somes, in sight aft at hotaision how. Pressures (D.P.) are positive and reagattIve. Overall window assembly design Pressure may be ]ads dun tha shown In the histerver quantity
<br />3) Location of additional oonomb screws In head & sill should be prioritized as killims: table and shaild be dew., tried In accordance with Note 13 of RaNIO0.
<br />a) First adjacisart to Interlock or butt allies In head & sill. A
<br />b) Secondly, at each and! of hoed & @ill row Willi comov. If needed. (V) Pribicluction Glaft may differ from that as allowed by ANSI/AAKVNWWDA 1OI/I.S. 2, 1011I.S. 21NAFS or AAMA(VAMNCSA 101/I.S.
<br />c) Locations In head & sit cow dean as Rated An a & b. 2IA440 and appikable Building Code. Sao Note 12 and 13 on Drawing FLEX 20100 for hatteor details.
<br />4) Location of addibonel ocrAreft screws in Jamb& should be plionlived as foltows, (W) Hook 9" to be selouredy f " , to transfer the load to On masonry, cor Ks or other sbucheral substratiat per the POIC and the areginser
<br />,
<br />a) FM scifiecont No locks in)smlx. ofreom 'soletallsesapplicablit
<br />RJEX241
<br />1
<br />b) secondly, at soon snet of*rft hear head & oil ocannem, (X) See FLEM100, Notai 10 to 15 for additional FIBC Code Ckimplarice. Drawing W
<br />0) Locations in jambe other thon a listed in a & D.
<br />I Sheet 2
<br />01 2
<br />5) CS - concrete -op we and INS - Wood screw
<br />.
<br />FRAME WTH.
<br />A... ( .. F.W.) .=
<br />-- .
<br />11
<br />I I"
<br />FRAME .
<br />HGT.
<br />(F.H.) --
<br />I --
<br />. I .
<br />. ,��,
<br />00
<br />I .
<br />�,
<br />,
<br />I I
<br />X
<br />�
<br />. xOX
<br />.
<br />XCIX
<br />,::::::�
<br />I
<br />� I . .
<br />I
<br />f—... I 11�-, .
<br />FRAME ... 01:01-' �� ...
<br />HGT.
<br />(F.H.) ... Ox - X0 ...
<br />L-- - - - ...
<br />ELEVAT10
<br />\IIEWED FROM EXTERIOR
<br />llerlt* IM Hwftorftl enclor DIX - OX conegeterador, Seri" I$* Hortacirisal SIW*r XOX Configuration
<br />sin F m (1) - Foobroromr&Vosm Rise Fmim (1), F**fto rw.w (2)
<br />Code Mdo I Hole" "Ned Jamilles coos YAM Height Hood Jambe
<br />. , '- - _7 - --w R- - - 26
<br />= 74 26 4 2 -2 ----'
<br />= 74 38 3046 4 2 --Ta� 7-4 --WTF- 6 - - 2
<br />07A 74 50 we 4 3 D24 74 50 Sra a 3
<br />_D245 74 56114 4 4 D25 74 63 6 4
<br />D25 74 - 63 4 -i- D28 74 72 6 4
<br />Dft 74 72 4 4 . D32 100114 25 a 2 I
<br />- 2120 24 24 4 -----" D33 _ 1061/4 38 31a 6 2 _
<br />2M- - 2-4 - 3-6 -4 - 2 D34 106 11A 50 Sm 6 3
<br />- jw- - 24 46 4 3 D36 I— -- 6 4
<br />24 54 4 4 D35 1061/4 - 72 6 4
<br />205D 24 so 4 4 - ff- III 28 6 2
<br />79 - - -- 74 72 4 4 --rz- IT 38 TO - ----I- ----F-
<br />3020 38 24 4 2 'IS4- ill --auvw- ----r - ----- 5
<br />- T
<br />30M 38 - 38 4 2 M1 120 26 8 2
<br />3040 1 38 48 4 3 43 120 --MTr- 6 2
<br />30M 38 54 4 i ---a- ----12r- --Suwr- ----F- 3
<br />3D50 38 - 60 4 4 . 666F - ---- W- ---r4- -6 2
<br />3000 36 n 4 4 6030 72 36 a 2
<br />- 4020 48 1 .......... N 4 --5 - 6040 72 40 6 3
<br />47W- ----dT- 36 A - 2 Sol 72 so a 4
<br />4040 48 40 4 3 8000 72 72 a 4
<br />4046 48 S4 4 4 -mw- ---V- 74- 6 T-
<br />4050 48 60 4 4 - Mo 84 ---w- -6 2
<br />4060 48 72 4 4 --?CW- 8-4
<br />. !!� __�__
<br />-.----. �-- --- 3 -
<br />4e2D 64 4 2 70M 84 so 6 4 -
<br />- -9 -,* 2 low I
<br />40E- -- 19- 4 - 64 72 a 4 1
<br />4640 -- 54 48 4 3 11020_ 96 24 6 2
<br />4646 54 54 4 4 WX - 98 36 6 2
<br />4650 54 60 4 4 8040 96 48 6 3
<br />4860 54 72 4 4 80W 96 00 6 4
<br />6M so 24 4 2 am 96 72 6 A .
<br />_J� 90 ----W--- - 4 - ---I- Tion 100 24 6 - 2
<br />5040 60 48 4 3 9= Ice 36 6 2
<br />ISO ---v- -----T- 4 - SID40 106 48 6 3 .
<br />5040 50 60 4 4 9050 Toe So 6 4
<br />Ism 9D 72 4 4 9060 100 i 11 i 6 4
<br />-- r, IT
<br />%20 66 24 4 2 71ww - -
<br />am I 06 30 4 2 lom lZo 1 36 1 a 2
<br />$640 as 48 4 r - - 1 120 1 48 1 a 3
<br />5W as 54 4 -7-
<br />Mo as ---m 4 4 1 F(u-1-gn�-:r--Q-t. �ntitiea-Table Note : /1\
<br />Saw as 72 4 A
<br />am 72 24 4 2 1) Buck Width and Height = Frame Width or Height - 1".
<br />am 72 36 4 2) Orly the required number of holes at the correct
<br />6040 72 48 4 3 locations will be present in the frame based on the
<br />I 11 I ,7= I i I —,— I number of fastriers to be installed listed above.
<br />------7-
<br />t mext I _ _ 4 ---.!.-
<br />An
<br />.5 E I
<br />:r A
<br />XG! �
<br />-I
<br />10 I
<br />I � 6
<br />ill I
<br />jo
<br />p
<br />a" 13/14/06
<br />so0w. WIS
<br />0 SIR. M
<br />aeacii Dr. J"
<br />(P) 9 OW window vim is not lated in fastener Installation chat, on fastener quantity Wind for next Arger so.
<br />A(Q) Installations depicted In thele instructions efordWppemmtDGOPSFIorthewkWm*mdmw. in the table. Design Pressures (D,P.) We Positive and negative.
<br />Overall window NMr4Wi design Weill" May be " than 60 PSF and shall be determined In accordence With NOW 13 of FLIDWID).
<br />(R) production Gliang may differ ftere thet tested as slowed by ANSWAAKVNWWDA 10111.5. 2, 1011I.S. UNAFS or WWWMAICSA 101114. 2/A4Q still - a auk" I
<br />Code. Sea Note 12 and 13 an Drawing FLEX 201M for further deltalls.
<br />(S) Two by wood buck anditor fruning at the head and ornibli to be socurely, fastened to transfer b* load 10 d* Masonry, concrete Or WW Scructural Kk*ate Per the Fac arw I Drawing No. FUM51 10
<br />the andilreeter ofmcond - I as applicable.
<br /> .., ,--- . - - Sheet 2 of 2
<br />PARTS UST TWO BY WOOD BUCK OR
<br />MAS13NRY OPENING
<br />11
<br />1 Head - Flange Frame FRAMING BY OTHERS (Note 4,Io & W)
<br />CONCRETEOR 9ki
<br />BY 07HERS
<br />7, "
<br />2 ji-Flarge Framol
<br />t. P -
<br />ER
<br />N
<br />SEAL BET)w�EEN
<br />(N te, 4
<br />(Note 4.10 L W)
<br />3 Jwnb - Flange Frame
<br />E
<br />4 � � 8 .
<br />WOOD BUCK L _
<br />-��
<br />ONE BY WOOD
<br />i
<br />-
<br />4 4"o - Panel
<br />. ,
<br />, .
<br />HAS Y. OPEENING
<br />BY OT HER 7
<br />11
<br />"
<br />K Y RS
<br />V <OPTIONAL)
<br />V
<br />6 Sill - Panel
<br />A I � 1 ;-.
<br />i
<br />'S
<br />(Note 4.a.R.2)
<br />6 E�ck SW - Panel
<br />SEAL BETWEEN . V
<br />L 2 cl.11')
<br /><No te 2.c, 11, 2.d.110
<br />2 d.11')�
<br />V
<br />"
<br />t> -
<br />7 Intel . Perot
<br />HOOK STRIP & 2 I .09
<br />SEAL
<br />BETWEEN
<br />I 1 3.111' MIN
<br />ir� 'BEDMENT 9 Hook Strip (a FASTENERS SHOWN
<br />EM
<br />_j
<br />WOOD BUCK �3 �,R Z
<br />A (Note 2.c. & 2.6.110 i
<br />8
<br />DOOR
<br />L'i 9 Gkozino - See Note (8) and (V) IN SAME PLANE FOR
<br />CLARITY ONLY. HOOK
<br />.
<br />1 2 1
<br />FLANGE
<br />It
<br />)'� U 10 3116- Die. Flet Head Collcrew Screw with minnnum STRIP ANCHOR HOLES
<br />r?
<br />---
<br />QL in (hear of I 80 be at 1 ,
<br />I 0 working Im 14-arnbsornant.
<br />1 $ �
<br />- j
<br />EMBEDMENT
<br />-1r,
<br />,�L Sao Note (10 on this drawing and Nerte 7 on Drawing OPPOSITE FLANGES.)
<br />'a 1,
<br />L
<br />, FLEX20100.
<br />"I y T yp. 1 1 *
<br />-q .
<br />M
<br />& 2.ol.015
<br />0 11 ATIQ Wood or TaWro Somw with a nmnwmn
<br />16
<br />. 4 E � 0
<br />j
<br />--
<br />PERIMETER FT
<br />(P) on and! Note 8 on Drawing
<br />8
<br />I
<br />.
<br />111111g� W
<br />100.
<br />=
<br />�.s I',
<br />MAX. �
<br />OTHERS
<br />(Note 2-a
<br />SHIM AS
<br />12 of TERM Screw With Plastic Insons
<br />(Note 8.1 on FLE)20100) at a minlmurn ambectirront . i
<br />- — jji C5 .V
<br />9i -N I
<br />- :5 - I
<br />�� 7
<br />L 210
<br />REQ'D
<br />of 11' V&D the concrete sill- See Note (0) on this 9 � .
<br />Ipm
<br />g I H
<br />1
<br />(Note 1,0
<br />I
<br />drawing and Note 8 on Drawing FLEX2010).
<br />STUCCO/SHE A THING 1- -
<br />. -� g 9 .;
<br />I
<br />=
<br />BY OTHERS S F. .
<br />: � 8
<br />1
<br />I -1 &
<br />W"
<br />=
<br />01
<br />I 8 A
<br />7 HE10K STRIP 2
<br />Z "
<br />� 2
<br />DETAIL
<br />SECTION A -A
<br />.
<br />-\\-@
<br />A I .
<br />�f
<br />'
<br />1/4' MAX. SHIM SPACE
<br />ONE BY WOOD
<br />1 -----7 1
<br />I I
<br />I
<br />S.G.D.
<br />HEIGHT
<br />BU - I �i/8' MJN.
<br />(OPTIONAL) ' -.011-0- -
<br />(Note 4.o,11.2) \1 F .
<br />I
<br />It
<br />il I
<br />//
<br />4
<br />-- I—
<br />///
<br />SEALANT
<br />-��-, wool) By
<br />SHIM AS - OTHERS
<br />t- i .
<br />1&5�
<br />--)
<br />I r,
<br />11 REQUIRED
<br />(Note 2.o
<br />`0-
<br />REQ'D In b & W)
<br />(Note 1.0 .
<br />)111,
<br />� /
<br />B R
<br />I I A
<br />n
<br />& 2.d.1111
<br />q SEAL BETWEEN
<br />L
<br />1�
<br />I
<br />1
<br />-1
<br />.3
<br />A j -
<br />SHIM AS
<br />REWD
<br />- ---� TWO BY FRAMING
<br />-
<br />EXTERIOR ELEYATIO DOW W02,197
<br />' Not,, ,
<br />'
<br />lu,a
<br />(Note 2.o & a4lil>
<br />I
<br />F
<br />A
<br />2 PANEL DOOR SHOWN scale. Nn
<br />(SEE NOTES (0, (D) (E)) Deem Syr RM
<br />I .o I
<br />1 . 4
<br />1 0"ad OF JN
<br />,
<br />1/4 MAX
<br />SHIM SPACE:
<br />tP
<br />-*�@
<br />K
<br />Rialleset 3. Asecause, P'L
<br />DISCI.A.11MER: The purpose or this FL License No. 497S2
<br />7
<br />j
<br />_�_ j
<br />112-
<br />SEAL BETWEEN
<br />/,,\
<br />� Installation drawing is to presaft the
<br />manufacturer's recommerideflons for
<br />.
<br />.
<br />A , �
<br />f '.
<br />TV—
<br />--"-0j I L
<br />awe'#
<br />... `
<br />anchorage (Le., cDix) -, ,., ..... . 1%
<br />0 �0�i
<br />* "
<br />7
<br />.
<br />.
<br />A
<br />A
<br />' (Note 2.a L 2411)
<br />,
<br />achteve the design pressiut Specified .� W-1--asille, - - I
<br />*
<br />A
<br />A
<br />PERIMETER
<br />4
<br />on the lienestinitiont product as .. .. ile, '.
<br />.
<br />-
<br />1 2
<br />0.
<br />D'
<br />1-1/4' MIN. (Note
<br />OTHERS
<br />SEAL BY -::
<br />2.a 8. 2.d,!N) 4
<br />'11�
<br />required by the 2001 Fiat Building 1 4 : 0 :
<br />Code (1`19q, Section 1707.4.1, 2004
<br />FK-aUidft, Section 1714.5.4 arid 416*:,Ov��
<br />- S.G.D. WIDTH
<br />the 2004 FBC-ResIdentK Section . ... 1414/0'1�
<br />4�,
<br />MASONRY OPENING
<br />R613.6. Recommended" regarding �... I .....", "N
<br />.
<br />fivilling,goillina, laractrather . ful. ..
<br />ass I.. *
<br />UKRALJLY APPLY SEALANT
<br />UNDER Ski OR SET SILL IN
<br />" sealant practices am not 4% . . ...... 106,
<br />, .
<br />BED OF CONCRETE (W* 2. .iii).
<br />SECTION B-B
<br />constitute a we"" edher -
<br />expressed or Implied. ng IND. FLEX2411
<br />N;f ' W
<br />SHIM AS REOUIRED (Note I.c).
<br />-
<br />BY OTHERS
<br />[i =
<br />:: I O�Q
<br />:4:11:2]
<br />-
<br />_
<br />-
<br />A"
<br />Fastener
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<br />eke code
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<br />It rinOWtoVanChwt Nodes:
<br />1) In scrite cases concrete scraws, am only required in ons of to fackiry applied raWkbon P I
<br />aft (i.e., a hole sal being ft two holes "hig In a plans perpendicular to to whAll of ft a=
<br />frame) In Row oases designated as *DV in to Installation chan, one of the holes will resolve a
<br />Concrete Screw mid On matialining holes, w0l be NW In accordance *i1h Nobes 0 and P
<br />2) In some cow concrete gortims we required n both Factory applied irrw%PW*n hole saft '131'
<br />throNO'DIS' doeigni In which sin & owftwgO" two varaft lecrews we required. The
<br />reirmilining holes we be Ill In s000rdenece won Notes 0 andl P.
<br />a)rDI I amens, install two concrete, screws In arta ad of installation holes-
<br />b)'02- malins. install two cancraft screws in two, seft of Installation; holes-
<br />0)'W missing, Inshell Two concrete screws, 01 three sob of metWWjon holds.
<br />d) MC means, Install two oorcreft screws In four sob of installation Wes
<br />s)"W no". Install two, ocinclirle screws in five no of thatalloacel holes.
<br />fil"011 ffmam,mW two carotids sicnims In six us at Installation holes.
<br />9) W Means, Waited two ococrob somwe In seven sals of grobtleftin holes.
<br />Ill -OIr means. Install two oonom% sonmet In eight OW of Installation holes
<br />3) Location of additional concrete am" in hoed & ad should be prialthed as blow.
<br />*) First a0cont to Interlock or pult sales In head 11 IIIII.
<br />ti Secondly, at each a" of hood & sill now iomb .. I needed
<br />c) Locations In head & sill other than as Hood *in a & b.
<br />4) Location of additional concrete, soon In *ribs should be pewM2od as follows:
<br />9) Feet, adiskent to looks In jwpb&
<br />b) Seocirldly, at each OW of jornbe near, hood & @01 contem.
<br />c) Loco"" in jorreft other than ae Robed In a Is 11.
<br />5) CS = ouilaft lecrew and WS = wood screw
<br />ftic"Criout. Nutin
<br />.
<br />X -
<br />(I to 15) See General Notes Drawing FLEX20100, Sheet I & 2 -
<br />I- A
<br />(A) Mileftne Series 1000 Sliding C4ass Door is shown. Also applicable to Milestone Series 2000 Siding Glass Door.
<br />(B) Drativing applicable to Nort-Impad Resident Siding Glass Doors glazed with 3VI6* fully tempered glas. See Note (V).
<br />'d R
<br />,
<br />t 1 ,
<br />zi�
<br />" *O"
<br />5
<br />(C) Where represents fixed panel, approved configurations are as listed on the fastener Installation chart on
<br />. r represents moving panel and
<br />i I 0 i
<br />(D) Not all configurations ROW on the fastener chart are shown on this drawing, however Installation sections Will", """ & Hook Strip Detail
<br />-
<br />. T 9
<br />I
<br />apply to Insibliabori of all approved configurations.
<br />I 9
<br />(E) For pocket door configuradons, use closed by-poss door size and configuration in the chart to the finished opening of the podoet door,
<br />deffmationry/block to
<br />(F) Concrete sectilev edge dWance measured from edge of conore
<br />5
<br />i
<br />I
<br />centerline of concrete screw must meet or exceed 2 114-.
<br />R
<br />T
<br />Minftm size and embedment per Parts Ust. See Note (1) regarding deviations.
<br />(0) Wood or tapping Screw edge distance measured from edge of wood receiving ft point to centerflne of wood or tapping screw must meet or
<br />E .-
<br />�
<br />1
<br />exceed 1". Minimum sin and embedment per Parts Ust. See Note (3) reg"ng desliations.
<br />(H) All field supplied holes in ft Frame (I required) will be 3/16" In diametier.
<br />E ' N
<br />A(1) Wood so" wilthdraml values used to generate the fidening requarements am based Din Spructit-Pine-Fur with a Speaffic Gravity of 0,50,
<br />See Note (J) regenfing deviatons.
<br />g A s .
<br />'0
<br />(3) Any deviation; law than the rrdnirnum requirements stated must be approved by the manufactiurner or "Ineened by lodW Design
<br />j e A I
<br />P, onal in accordance with the applicable Building Code and Product Approval.
<br />1
<br />13 a .16 I
<br />1�
<br />FARMER ]INSTALLATION V4STIUJCTWHS - PLMN112
<br />-
<br />I
<br />. ,-�� 1;
<br />ili 1-2 . , !
<br />.
<br />�
<br />: . .5
<br />- � �.
<br />3/16" DI& CONCRETE SCREW WITH SILL!
<br />. g --'
<br />E.E
<br />(K) Where door Is indalled In an opening with a masonry or concrete sill, use a 3116" diameter concrete screw of sufficlent length to achieve
<br />ip .
<br />j I .S1 '. ,
<br />1.
<br />minimum embedmerg of 1-1/4" Into masonry or concrete. See *Parts Use on Sheet 1 of this drawing for concrete screw size, embectment
<br />and load Sea Rj=IOO, Note 7 for
<br />I � . ".
<br />i 11 , ,
<br />requinaments, adillitional concrete screw requirements.
<br />(L) See Fastener Installation chart this Owe for coincrete screw quanditles and ackillborW Installation requirements,
<br />�
<br />.
<br />(111111) Instal one coi io screw in each pair of factory applied installation holes unless robed othervitize on the flasterner Installation chart. It Is
<br />---'-
<br />2
<br />xL
<br />acceptable to install a 3/161 diameter concrete screw With a 1-1/4* embedment in all holes in Itne SIN which will exceed the mir w-num
<br />requirements of the Fastemer Indallation Chart.
<br />.511
<br />I
<br />(N) Alternate concrete screw Installation fasteners fircell: to back In the sill frame Intermitter when both sets of holes are not Law.
<br />(0) AN remaining factory applied Installation fastener holes In the sill not used for ocincrete screw Installation shall be anchored vift plastic
<br />I
<br />b
<br />anchm (w IFLED120100, Note 6.j fbr cletaills) and # 10 wood screws of sufficient hength to provide min. I" in. embedment into the concrete
<br />I
<br />A
<br />or Masonry. See 'Parts LW on Sheet I of ft drawing for wood screw size and embedment requirements. See RMOIDO, " 8 for
<br />additional wood screw requirements.
<br />�i
<br />-
<br />010 WOOD SCREW WfSrRUCnJRAL TWO BY WOOD KICK & OMONAL NON-SrRLKn"tAL OW BY WOW BUCK - HEAID/3AMI&-
<br />*10 WOOD SCREW W/S7RK`rURAL TWO BY WOOD BUCK FOR Wjwo� 3m4w AND POCKET DOOR HOOK STRn-.
<br />A(P)
<br />Where the head, jambs arid pocket door hook drip is Installed in a masonry or concrete opening with a combination of structural two by and
<br />DOW 3102107
<br />OPTIONAL one by wood buicKs or dinectly in the two by wood Nx*, use *10 wood screws of tafftwit Wwffi to achieve 1-3/8" minimum
<br />embedmenit Into the two by wood buck aindfor framing receiving the point at all factory applied Installattlon holes. See "Parts Usr on Shed I
<br />scow KrS
<br />ofthisdrawilregfor wood screw size and embedment requilremel .See PLIEX201A Note 8 for additional wood Screw requirements.
<br />a-" OF RA
<br />Chatted ft
<br />(Q) See fastener insicallation chart this sheet for *10 wood screw requirements in jamb(s), head and hook strip.
<br />,L
<br />(R) Not Listed.
<br />(S) Wood s7ews shall not be used to fasten assembly Into end grain of wood.
<br />PASM PRESSURE RATING & FK CODE COPWLIANM
<br />ex draft use fastener cluart* listed for red larger sIze, for the appropriate design
<br />Pleasure rectuered-
<br />(U) InshistRatkins depicted in thetse Instructions acceptable for design pressures to 55 PSF for thle window sizes show in ft chart Design
<br />Pressures (D.P.) are positive ancil negative. Overall wiredow assembly design Pressure may be left than thd Strom In the fastener quaritty
<br />ZL
<br />table and shall be determined in accordance with Note 13 of FLEX20100,
<br />(V) Produdblon Gazing may differ from that tested as allowed tyV ANSI/AAM*VNWWDA IDI/T.S. 2, IOI/I.S. 21NAPS or AAMAPNDMAA:SA
<br />1011I.S. ZtA44O and applicable Building Code. Sale Note 12 arid 13 on Drawing FLEX 20100 for furdler, detAils.
<br />(W) Two by wood ancitior framing to be securely fastened Up transfer the load to the masonry, concrete or
<br />I
<br />other sbucWral substrate per &.a FOC and the engineer of records cletalls as applicable.
<br />Drawing No. FLEX24112
<br />.
<br />(It) See FLEX20100, Notes 10 to 15 for additional FBC Code Connipillance.
<br />Sheet 2
<br />of 2
<br />QPWJW"om
<br />-
<br />.
<br />HING
<br />-
<br />, > TWO BY WOOD
<br />BY OTHERS
<br />(1 to 15) Sea Generad Notes Drawing FLOM10D, Shed I & 2,
<br />A
<br />FRAME WTH. � ,1:11
<br />WINDOW FIN L BY OTHERS -NNN
<br />� 10 (Note 4.b)
<br />(A) Milestone Series 2000 Morizontal Siding AlUmeturn Window in XD,
<br />OX ared XQX configurations are shown.
<br />-
<br />I a! e; 9
<br />� A U �
<br />_
<br />SHEATHING -
<br />(Note 2-a & 2,c,H)
<br />- .
<br />-
<br />I go
<br />>
<br />`0 L.1
<br />(8) Drawlrxf $010" to Non-ImpW Ressitant glazed window&
<br />(C) Production Oaten may differ from dist tested as slowed by
<br />I
<br />� -
<br />N
<br />i - I ;
<br />I- I ��
<br />(�) 8 � ..
<br />. . X
<br />Ic
<br />- y
<br />ANSI/A~WWOA 1011L.S. 2, IOLII.S. ZjNAFS or AAMAAVDWCSA
<br />10111 S. 2/M40 OW applicable Buticien Code. See Note 12 aid 13 on
<br />Drawing R" 2,0100 for Further details.
<br />ITR E "
<br />'155-1
<br />I I I V 11 6
<br />A
<br />. I :,.
<br />STUCCO BY I
<br />(9) ft Fastener Locations Shed 2 this drawing. See Nate-
<br />HGT
<br />B B 1 $ B
<br />. . .
<br />OTHERS -
<br />a �r T
<br />� -
<br />see of (H)
<br />regarding cleviations
<br />�5�
<br />I
<br />I?
<br />I I
<br />m I
<br /> W I
<br />(9) wood screvv WO r*l ~a" values Lead to generate the
<br />i
<br />,-,"�,
<br />11, �
<br />.
<br />JI ..
<br />-
<br />a I
<br />a -7
<br />fissmiting requinstionts are based on Spruce-Porie-Fur with a Specific
<br />I � �
<br />PERIMETER
<br />Gravity of 0.50. See Note (H) regaidgig deviations,
<br />I
<br />j
<br />I I I -
<br />SEAL
<br />(F) Wood ce tapping screw edge distance messured From edge of wood
<br />U.
<br />I
<br />BY OTHERS -X
<br />(Note 2�o
<br />to conterilreir of wood or lappreg screw must meet or exceed 1'.
<br />Minkreorn see and embederient Parts Ust. See NOW (H) repinding
<br />7
<br />E �2
<br />L 2.c 4)
<br />SHIM AS REOID.
<br />per
<br />devilators.
<br />ELEVATION
<br />- VIEWED FROM EXTERIOR
<br />§ I � 1�5
<br />7 - 151�,
<br />(Note Wo)
<br />-
<br />(6) Nall a* distarce measured florn edge of wood to Carderfine Of
<br />41
<br />DISCLAIMER: ne of
<br />PARTS LIST § j * 3;
<br />nod must meet or exceed 911W or 5 bmes Shank Diameter, wt**~
<br />pApow
<br />eft -taleb. *4wft ".."o
<br />1 Hood - Fin From -
<br />p
<br />I
<br />I
<br />4
<br />is larger. Minimum size and embedment per Pam L15L See Note (H)
<br />tft rl.wft*'� 140W.
<br />-b
<br />2 SIR -Fin Fram� j
<br />regarding devisdors.
<br />10 .&..p M, 1 -,
<br />3 Jamb - Fin From I v g .I?
<br />(H) Arty deviation less than the mintrivern requirements stated must be
<br />OR" iialem W M% . essential
<br />4 ��ci � Sash
<br />9
<br />approved by the mwwfdcb- or angenvered by "~'Deagn
<br />W ado- Vw dew onestre
<br />ipwilled . tPe iene� pod-
<br />- I 1 31:
<br />5 - Sash
<br />Professional In accordance with ft applicable Building Code and
<br />Product
<br />vimeAnxt b, ft 2001 ft'-ft
<br />-�g 8 I 1
<br />8 Glacing @W I 131
<br />1
<br />Approval.
<br />(1) AD kid suallified holes In ft Frame (If requilled) will be 3116" ill
<br />ai'lang a- Imc-J, s.te,n I"'AA I
<br />20" Fac &M% Slicticl 1714,54
<br />I
<br />7 G!Lz.N - Sea Noto (8) &-to (C) Z I 1
<br />diameter for #5 wood screw or the shank darnoter of the real notolded
<br />end ft 2004 FOCAialft" secton
<br />A6136
<br />-
<br />8 #8 Pan Head LN� or Tapping Screw . .
<br />1 1
<br />up to the next standard designation drill bit stre.
<br />- � ws.ca
<br />11'shm 4% � wj�
<br />with a minurturn embedment of V Into the j
<br />(3) Wood Screws and Nails SHML Na be mixed ad histan the same
<br />0. awea P�- � w
<br />structural wood substrate. See Nola (K to 131
<br />FRAME L BUCK
<br />HEIGHT (17,K L B.H.)
<br />7
<br />aswffftl
<br />Q.%" 4 .wl.m ou. .I"m
<br />. wow.
<br />N) and ONAW A on this drawing and Note
<br />4t & 8 on Drawing FLEX20100. I
<br />I
<br />9 Round Head Deformed Shank Nall with A
<br />11
<br />FRAME WIDTH
<br />minimum 0.113"clis 1
<br />meter(IIGA)and a a
<br />I
<br />/1�
<br />fli
<br />- BUCK WIDTF, 1/4' MAX.
<br />`
<br />minimum embedment of I-7V into ft I I I
<br />I
<br />I I
<br />j
<br />(F.W. & B.W�) SHIM SPACE:
<br />SEAL BETWEEN
<br />allucWrW wood substrate. See Note (O to
<br />A I
<br />TWO BY WOOD
<br />�
<br />WINDOW FIN
<br />R) and Detail A on thm drawing and
<br />(-.)
<br />BY OTHERS ------,,,.
<br />SHEATHING
<br />Not" 4.b & 9 on Drawing FLEX201 00. 5 6.5
<br />1
<br />(Note 4.1o)
<br />-
<br />(late 2 0
<br />L 2.c.11)
<br />91.1
<br />,1�
<br />SHIM AS REO'D.. -�
<br />i
<br />CenterIlne.of
<br />Fas 'te
<br />M i �` !
<br />er Ref. -
<br />- INTERIOR
<br />/
<br />(Note 1.1o) 4,
<br />�
<br />�
<br />,?2"
<br />I - ,
<br />9
<br />I
<br />I
<br />PERIMETER
<br />IS Z) FINISH BY
<br />OTHERS
<br />-
<br />I
<br />Dow 3104107
<br />I
<br />SEAL
<br />V 41N.
<br />Scale: ins
<br />By OTHERS
<br />EMBEDMENT
<br />I drawn, Dr. RIA
<br />(Note 2.0
<br />1/4' SHIM
<br />4V rid)
<br />7
<br />I Chocked Dr. 31,
<br />1 L 2.c.ID,
<br />PACE
<br />MAX.
<br />_nr
<br />1 1 Robin J. Aarecrusia, PJL
<br />. . .
<br />.
<br />� � I
<br />. .
<br />.
<br />. � �
<br />... I
<br />- . Fl. Locnee No. 49752
<br />. . . .
<br />�
<br />. � .
<br />STUCC13 BY I .
<br />SHIM AS
<br />� (Note
<br />. �
<br />. .
<br />REQ'D. . .... . .
<br />,
<br />1.10 -- - ---- * -- --- ---
<br />J=
<br />SAN"
<br />[.-..------..-+
<br />, . I
<br />..
<br />OTHERS
<br />I ,
<br />, I
<br />I
<br />Attachment
<br />x, I 1.
<br />SEAL BETWEEN
<br />WINDOW FIN
<br />-
<br />-� �
<br />2!WV
<br />PERIMETER
<br />SEAL
<br />0 BY OTHERS
<br />Fin
<br />DETA:,-
<br />41- I Z
<br />Dimpled Area on I
<br />Attachment Fin .
<br />L SHEATHING
<br />F
<br />i -6
<br />(No e a a SHEATHING
<br />t
<br />� ..-...I- ,
<br />(Note 2.o SHEWHING ...
<br />TWO BY WWI)
<br />!" Ao" BY OTHERS
<br />L 2c.1)
<br />Wood Screw
<br />or Wit Head must be . .... .,�*
<br />9, 2.0 fl) BY OTHERS
<br />Lj� By nTHFRS
<br />(Note 4,b)
<br />3 STUCCO OR
<br />,'.0
<br />, ...., ,'.0
<br />r full,icontoct with Attachment Fin.
<br />SECTION
<br />A-
<br />SIDING BY (�
<br />SECTION B-E 12THERS
<br />Center me of
<br />approximately
<br />fontener sholl be
<br />9X11- from edge a, [DrMaWing No. FLEX25120]
<br />I
<br />Attachment Fin.
<br />Sheet I of 2
<br />1
<br />DANSCO
<br />DE
<br />ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flolicla 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoenginee6ng.com
<br />CA 25948
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<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 MONDIS
<br />AFTER THE DATE (I IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />02007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANISCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY RU'RODUCTION OR
<br />UNALITHORILED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />_
<br />_
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />EXTRUDERS
<br />,,�%IDA
<br />,
<br />,O� , ,'41, WINDOWS
<br />�', \.
<br />,
<br />S 'M TION:
<br />JOB N ,- \ I
<br />DATE ISSUE -
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<br />DRAWN BY:
<br />REVIEWED BY: I
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