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i
<br />.0
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<br />IN
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<br />In
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<br />CD
<br />CD
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<br />__7
<br />SHIM AS RE�Q'D
<br />PARTS LIST TWO BY WOOD BUCK OR
<br />d
<br />(Note ix-) -------
<br />1 bte - Flange Frame FRAMING BY OTHERS
<br />(Note 410 & W)
<br />.l
<br />SEAL BE-1WEEN
<br />7
<br />/
<br />11
<br />2 Sill - Flange Frame
<br />3 ]I -al � Flange Frame
<br />-
<br />i, X
<br />:-M -
<br />:Z e I E
<br />r. A 8-
<br />DOOR FLANGE
<br />& SHEATHING
<br />/
<br />4 Head - Panel
<br />5 i_iH --parre I
<br />\
<br />\
<br />\
<br />A � - i P
<br />N .
<br />1! A -, I I
<br />(Note a.a & 2,clAD
<br />--
<br />6 �� Stile Parrial
<br />t
<br />-3 � ;? <
<br />/
<br />WD BY WOOD
<br />B
<br />-
<br />7 Interlock - Panel
<br />\
<br />\/
<br />SEAL BETWEEN 2 � � -0 a
<br />SHEA YHING
<br />(Note 410 & W)
<br />8 Hook Strip
<br />I-
<br />HOUK STRIP &, � JR�-R
<br />,
<br />�
<br />11
<br />/�
<br />/�
<br />9 Glazing - See Note (8) and IV)
<br />(- FASTENERS SHOWN
<br />IN SAME PL.ANE FOR
<br />Ill CL
<br />, ,
<br />(Note 2.a & 2 dAID, a. j 2 1
<br />/
<br />_T�
<br />\/
<br />_____ 1/4' MA
<br />W�
<br />10 3/16" Da. Flat Head Concrete Screw with minimum
<br />working load in shear of 180 ILI at 1-1W embedment,
<br />CLARITY ONLY, HOOK
<br />STRIP ANCHOR HM-17S
<br />��
<br />;; 5?
<br />I -
<br />I
<br />A�
<br />Ii 'SHIM s C I- See Note (K) on this drawing and Note 7 on Drawing
<br />71\
<br />SP,ii I.' APART ON I -_
<br />OPPOSITE FLANQFS,i,
<br />I 1/8' MIN,
<br />BEDMENT W
<br />FLEX20100'
<br />11 11
<br />___ -
<br />11 #8 Wood or Tapping Screw with a minimum
<br />Typ. 1 1 * I
<br />/\
<br />�t
<br />I
<br />-
<br />-
<br />—
<br />_1
<br />embedment of 1,1/8" into by frefinung, See Note (P)
<br />I
<br />,-w
<br />b � . . ie, i
<br />1! - 0 .
<br />on this drawing and Note 8 on Drawing FLEX20100
<br />12 #8 Wood or Tapeing ScT�� with Plastic Inserts (Note 8
<br />8 -, � �k, ,an,
<br />@ /
<br />��.t �-
<br />,l.s� L�
<br />.,T!*�
<br />1,
<br />- 8, m,N.-T
<br />I /
<br />I
<br />i
<br />onFLEX2010O)ataminirrvimembedme,ntof7l8"�nt,D
<br />" � , -_ - -
<br />"
<br />- 11b, MAX. 6 is
<br />��
<br />,� 8. 0 � .�
<br />l�
<br />STUCCO I -,
<br />OR SIDING .
<br />I
<br />� -
<br />FPIRFDMENT I
<br />i
<br />�
<br />the concrete sill, See Note (0) on this drawing and Note
<br />8 on Drawing FLEX20100.
<br />(: �,)_ ii
<br />I
<br />4
<br />Il - t, � g,�! .- a:
<br />� '5 � .
<br />r IM,
<br />I C
<br />BY OTHERS 4)
<br />I f 1�
<br />PERIMETER i
<br />: . I
<br />I
<br />:
<br />. :
<br />;
<br />K--,,
<br />i,�
<br />-
<br />—7
<br />\ �
<br />.A=4 .
<br />ii. ,c - . ji 2 -*
<br />SHEATHING vit E " e �
<br />. _
<br />B OTHERS . P ,� I
<br />,2- S 0
<br />I U
<br />_J
<br />E
<br />OTH IRS
<br />11
<br />.
<br />i I .1,i
<br />��t24\11
<br />= I
<br />') HOOK
<br />—
<br />�
<br />. f
<br />� 4
<br />. . ;� v,
<br />k e 76
<br />STRIP I -
<br />37C
<br />(Note 2.Q I
<br />& 2 C1110
<br />` .
<br />� 1
<br />i
<br />i
<br />1
<br />\__r", i
<br />A
<br />-7
<br />i2
<br />;, �
<br />.
<br />I
<br />—S.6,D,
<br />WIDTH I/4' MAX, SHIM SPACE
<br />;�
<br />SECTION A -A
<br />I
<br />I
<br />N�j I
<br />i
<br />. . 1 1-1/8 MIN,
<br />— I
<br />I
<br />--- 1p
<br />I
<br />S,G.D�
<br />HEIGHT
<br />I
<br />3 I
<br />I
<br />�[
<br />I gi 31
<br />I
<br />TWO BY WOOD
<br />' '
<br />///
<br />1
<br />01
<br />- --I _ � �
<br />Z/ if 51
<br />E
<br />i
<br />.
<br />I .11' (Not, 4.b &
<br />W)
<br />A
<br />B B ,
<br />K-.,\
<br />lz:�� I
<br />.
<br />I
<br />REQUIRED
<br />(Note 2'a
<br />I
<br />�i , !
<br />iz
<br />q
<br />�L�
<br />& 2.l
<br />7
<br />,--SHIM AS REQ'D,
<br />_____.._
<br />A --J
<br />,
<br />-
<br />I
<br />SHIM AS f
<br />(Note 1.c)
<br />EXTERIOR ELEVATION
<br />Clate; 3fO21O
<br />I)
<br />�
<br />2 PANEL DDOR SHOWN ScaW. NTS
<br />(Note _�
<br />[
<br />L
<br />7
<br />i
<br />(S (
<br />.
<br />& (E) > Dlierlial Or. FUA
<br />Caseload Ill 3H
<br />\
<br />SHIM S ACE !
<br />1/4-PHAX _ iilIi
<br />I
<br />I I 0
<br />10
<br />Robert J. Amoruso, P4
<br />FL Uninee No. 497S2
<br />t
<br />12 14
<br />DISCILAIMER: The purpose of this
<br />- -
<br />�
<br />-
<br />9
<br />Z06
<br />FEN installation drawing is to preseritthe
<br />manufacturers recommendations for
<br />,,% JAMet
<br />. .1
<br />. t, i
<br />,`
<br />4 I
<br />1 _ _ - 1- I 1114i.3l,
<br />anchorage V.c, concrete Screws, wood
<br />.
<br />.. "i
<br />-,I
<br />�
<br />4
<br />.
<br />& SHEATHING
<br />(Note 2,o
<br />. ,
<br />screws and tapping screvai to aceleve the --1 ". -
<br />& 2cf.111) , T �.
<br />'.
<br />11; �
<br />1
<br />.
<br />EMB
<br />design pressure Specified on the
<br />fenestration product as required by the
<br />,
<br />, 40, ,
<br />,
<br />2001 Florida Building Code (FB4 Section
<br />C-
<br />1 2)
<br />�
<br />1--114' MIN.
<br />PER,IME7ER \-- SHE ATHING
<br />_/
<br />1707.4.4,2004 Plar-Building, Section
<br />M4.5.4 the Z004 f5C-Residentliall
<br />�. 1, .
<br />,_, /
<br />L
<br />( DO
<br />SEAL
<br />DTHEERSY
<br />arid
<br />Section M3 6. Recornmendations '
<br />, 1, �
<br />'04��.-,
<br />LIBERALLY APPLY SEALANT /
<br />------'
<br /><Nl
<br />OR
<br />L
<br />STUCCO
<br />2�.. & a.d.iii) OR SIDING
<br />regarding flashing, scaling, sealants or
<br />other joint sealant practices does riot
<br />I via,, ,�,_
<br />UNDER SILL OR SET Sll IN
<br />13ED OF CONCRETE (Not. 2 d_il)�
<br />MASONRY OPENING
<br />SEC] ION B-3 BY OTHERS
<br />Constitute a warranty ether expressed Or Drawing No. FUD(24111L
<br />implied.
<br />I SHIM AS REQUIRED (Not. l..).
<br />Sheet 1 of 2 1
<br />. i Fastener Installation Chart — GENERAL NOTES
<br />Ill
<br />A\ i I Sk. R Whida-little-fFerb-hir
<br />C � -,Z
<br />-1
<br />F
<br />. i st..O.di, 0-fiqu.u.. ,,,,, H.M $11 Il Strip (1 to 15) See General Notes Drawing R.EX201DO, Sheet I 8, 2.
<br />, hit
<br />1
<br />. ;4 9
<br />1 - (N. 1
<br />. a- 8 WSL 8 WS Will" Can I INO. 8 WS) (A) Milestone Series 1000 gliding Glass Door is shown. Also applicable to Milestone Series 2WO Sliding Glass Door.
<br />�h__ �.-_ I
<br />E 111� D I
<br />"O" Y,x Ox. X3 ! - -Ifpq,
<br />� I—— I-.-- -A-11- .__�... - 13 ,___111_.1_6__1 Z'1� (8) Drawing applicable to Norl-Impact Resistant %ding Glass Doors glazed with 3/16" fully tempered glass. see Note M.
<br />. 5068 xx, Ox. xo So . a, 6 . fi a 00, �
<br />. _ __ - -
<br />; 6068 xx� QX. xo 72 8O 8 9 _ I Where "X' represents moving panel and 'a' represents fixed panel, approved confliguratons are as listed on the fastener Installation Chart
<br />1 402,
<br />; J
<br />-
<br />� ,"i
<br />A J �, 1 -,
<br />,
<br />M T lil
<br />I 806B �xX_a��R_,Rft____A(i___-_ 11-1.1 -- -] � on Sheet 2�
<br />10068 xx ox,xo 12a go 0
<br />1
<br />. I
<br />"
<br />;
<br />. � 5080 xx C)X.XQ 60 - �g __ - __�o ; --- 6 - 3 �Drn - 10 (D) Not all Configurations listed on the fastener chart are .Shown on this drawing, however installation sections "A -A", """ & Hook Strip Detail
<br />1 l XX, 0A. XQ 72 H 10 � 8 4 (DO, IQ apply to Installation of all approved configurations.
<br />,11 6
<br />I i I -S
<br />: I ficso -5 _ 7 , 09) -ions, use Closest try -pass door size and configuration in the chart to the firrished opening of the pocket door.
<br />I __M,9"�L. _196 _ , - - _191 � O_ 1. u- _J� (E) For pocket di configurat
<br />10000 xx,ox�xc, 12
<br />W ;R I
<br />I
<br />; llz�o r, 10 1 6 iD21
<br />_) — . 47 - - (F) Concrete Screw edge distance measured from edge of concrete/masonry/block to olinterilre ofconcretai Screw must meet or exceed Z 1/4"..
<br />: 50100 xy, ox. X0 60 12t 12 ! 6-
<br />, a:
<br />I �
<br />; I
<br />I :R -T-2 Mmirrium size and embedment per Parts ust. See Note (3) regarding deviations.
<br />. 00100 xx, ox. XQ 12 1?0 IL �__,8,_ - ,
<br />� 80100 xx. Ox, X0 96 I lzo - ,2 (W 12 in must meet
<br />� - . - I . (G) Wood or tapping screw edge distance measured from edge of wood receiving die point to centeril a of wood or tapping screw
<br />112
<br />� �
<br />�Q �
<br />i
<br />: 906 8
<br />I __Rx_c�_ _1_1n__MF6S__ - I -A--- or exceed I". Minimum size arid embedment per Parts List. See Note (3) regarding deviallons-
<br />� lil -, 0xo '45 us an - R __ i 14 611I_D111�1'____ 8
<br />_JX0
<br />-
<br />� 1506a 5 i 16 12 04) , 8 (H) All field Supplied holes in the frame fif required) will be 3/16" in diameter.
<br />-
<br />i 9080 OX0 10 �,�ii W it i 10 Till 1 10
<br />: __ (1) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce-Pril with a Specific Gravity orO.50.
<br />1 12M IqT3 10 Z_1_\
<br />t -.- T
<br />4__J4
<br />� ____2X9____ A4i5,iA--t�__ .__-�L -, _, _ _, _1_ _�_____ Ill ____ See Note ()) regarding deviations.
<br />r l5ultu �)710 181 115 96 10 i 16 I'toll I
<br />,,, ,-
<br />3ZOE . ,
<br />I -T— - to - DLI 1 __7j__ (3) Any deviation less than the minimum requirements stated must be approved try the manufacturer or engineered by "other' Design
<br />: 9i oxo oO-,/a 7jin 12 1 _77�__
<br />- _
<br />`90.4';A
<br />l'il :Z .
<br />� I IT0100 oxo 145 !,a 1,20 12 1 l'i 11 lol I '2 Professional in accordance with the applicable Building Code and Product Approval.
<br />p
<br />� oQ-41 1
<br />1
<br />! 9018 - XXX - 106 is's 80 __8 _�___ 13 - 6 D , , a
<br />- .
<br />� ., ,- is ; ,-
<br />. 12068 Yxx 142 518 &O _8.____. _,_,L4___. -
<br />: 15008 _ _Ri�_ - - _11 _7es_�e_ —60, - — - - 18 ST— -ad— -- FASTENER INST ON I UCTIONS - FLEX243.11
<br />. I a
<br />. 1_ - .
<br />. g. :25? � ti .
<br />. -�
<br />5
<br />90DO - xx�x - 106 srs wl- - 10 __10 - Mv - to
<br />� 42080 _ XXX 142 51li 96 _____10 ___ 4 C IL 'O 31161 DtA. CONCRETE SCREW Vil SILL:
<br />U__ __L_Cq� _ __
<br />: 15080 XXX 178 6M 96 10 16 ,,i pa) 10
<br />c rr� -i ,
<br />0 . 2-5 I
<br />1i Ec,i 8 w
<br />1 -6
<br />is " "
<br />I
<br />; 90100 - � _?XK � l -11A.- - _12. _, 10 7 q?1 12
<br />- I __ � _,_ _ _ _
<br />, I�iloo xxx 142 ,,,13 120 -1 , 12 ! 14 1 1 04) 12 (K) W I here door Is insUiled in art opening with a masonry of concrete Sill, use a 31145" diameter Concrete Screw of sufficient length to achieve
<br />"Parts
<br />, , , ,
<br />o . - .N
<br />It I ,
<br />0, 2
<br />I 1,9 sm so_- 12 7 01) a minimum embedment of 1-1/4" into masomy or concrete, See List' on Sheet I of this drawing for concrete screw size, embedment
<br />; lom _--omo
<br />-2 IV;
<br />�d , �-
<br />-, ___, __�_
<br />: 12W oxxo 143 5,18 so 8 1 14 9 (W) 8-
<br />! - 11 I and load requirements. See rLEX20100, Note 7 for additional concrete screw requirements.
<br />; .2
<br />I 1� `g�
<br />18W "yXXII) 21 151T, &D 8 I in 1,9 (04) 8 � (L) See fastener Installation chart this sheet for concrete screw quantities and additional Installation requirements.
<br />. lootto CEO I , 9 5/8 96 9 1O__
<br />S;
<br />.
<br />j:1 9
<br />i�jj5-1jj�3-�a Isg L � I 11O_ I. 1_11 -, ", __A�R.21 - --- ------ _
<br />i; 120M 10 14 I c liu,") 10 (M) Install one concrete screw in easch pair offactory applied installation holes unless noted otherwize on the fasterner installation chart, Itis
<br />- - __ �
<br />i , ,... 16ow oxxo i9f 5t6 tic 'O 18 15106) 10 ZS 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 minimum
<br />1 9
<br />1, 5.113 �20 12 8 il 1
<br />1 100100 oxxo - " i 2- _
<br />t __ _111 __ - _____.. __.12 ...... _ requirements of the Fasternier Installation Chart.
<br />. 120100 CAX0. jti3_5ia_ 13O____ 12__t_ 14 I i ]lj��T ' - 1-2
<br />�
<br />il
<br />3:
<br />- -
<br />_ _ _ _ __ _
<br />� 16MUO oi(XC rill 518 !20 12 i Is __ i", I __ __ (N) Afternate concrete screw Installation fasteners from, W back In the slit Frame member when both sets Of holes are not used.
<br />- 1ps) I , 2
<br />. IDOU i 7itZil) 1 (0) All remaining factory applied installation fastener holes in the sill not used for concrete screw installation shall be anchored with
<br />X�xx AIT
<br />,
<br />F
<br />Al
<br />� �
<br />iii
<br />. - ... �1_4 -8tI -, - � ------ ��. _ _.._I� ...... __ _ __8,___ plastic
<br />1;i� xx&x ill 114 iii) 8 f 14 _gTrill a FLEX20100, Note SJ for del #8 7/8' in, into
<br />1
<br />, is - 12 j0,4i ; anchors (see and wood screws of Sufficient "th to provide mim embedimeat the
<br />r. ,xx X , is '� ",
<br />13
<br />; ,I
<br />�59�1, 2B
<br />: - , concrete or masonry. See "Parts List' on Sheet I or this drawing for wood screw size and embedment requirements. See FLEX20100, Note
<br />: 10080 xxxx __
<br />-- -11�,
<br />i
<br />I k
<br />ll! -
<br />� �
<br />2
<br />,
<br />7
<br />. 120.80 - - i - 8 for additional I wood screw requirements.
<br />- i__ - __ lq--; - 1�___ RI-31. 1 --'O---
<br />: 1608a ii�_____
<br />'i,, riB in ! '8 - - 10
<br />!I, M '20 '
<br />� IQUIC-0 7 xy, 1HP i I � #8 WOOD SCREW WITH STRUCTU RAL TWO BY WOOD BUCK FOR HEAD, JAM SS AND POCKEt DOOR HOOK STRIP:
<br />- 12 ' 11
<br />120�00 XXXX 1_141 114 -�Z]._ � 12 I 14 - 11,04) _
<br />, : _
<br />1 ;2 1
<br />M
<br />-
<br />�-�
<br />�
<br />�v -
<br />-
<br />;
<br />I
<br />iflo on i
<br />//,\z Xxxx 199 1A I-,20 _. _ 12 2
<br />Fastener Installation Chart Notiel A (P) Where the head, Ja bs and pocket door hook strip is installed in a wood opening with a structural two by wood buck and/or frarning, use
<br />�
<br />i . ,
<br />I � In some cas- concrete sl are only required in one of the factory applied installall hole #8 wood screws ofmofficient 1"th to achieve 1-1/8" minimurn embedment into the two by wood buck andfor framing receiving the point
<br />Dow. 3102107
<br />Sol N ` S
<br />-tallation holes, Ses 'Parts List" on Sheet I of this drawing for world screw size and embedment requirements, See
<br />sets (,.V., - We set being the two hole,$ tying in a plane Perpendicular to lhewiolh ofthe door at all factory applied iris
<br />frame). In those allars, designated as "DO" in ths, Installatton chart, am of the he" Will r000i a FLFX20100, Note 8 for additional wood screw requirements.
<br />�
<br />Dre- Dr. RIA
<br />Concrete Screw and the remil ning holl will be filled in accOrdarice Will Notes 0 and P. I (Q) See fastener instailaborn chart this sheat for #8 wood screw requirements in jamb(s), head and hook strip.
<br />2) In some cases comme screws am required in both fact" applied installation hole sets. 'Dl' , . -
<br />(R) Not used
<br />chectod or. �qf
<br />I
<br />. _L\
<br />through Z
<br />I)W des,ignall in whioin ii & conflihimforis two concrete screws are required. The (5) Wood screws shall not be used to fasten assembly into end grain of wood -
<br />remaining holes will be ll in accordance with Notes 0 and P.
<br />l marrins, install live conrimile screws in we W 9finstalill notes.
<br />DESIGN PRESSILIM RATXING 4 FK CORI, COM-PLJANC9
<br />by'W� means.r6tail two concrete screws In Me sets of Installaillon hotels.
<br />c ) 'll hill inatell two -ril screws 11 three sets of Insisi holes.
<br />�
<br />l means, install . .. . in four sets of Installation holes (T) If exact door size Is riot listed in. fastener installation chart, use fastener quantity listed for next larger size, for the appropriate design
<br />il *D5"milians, install two concrete screws In five sets of Installation holes- pressure required,
<br />Q �Di mans, install two concrete screws in six sets of Installation holes. (U) Installations depicted In these linstructions acceptable For design pressures to 55 PSF W the window sizes shown In the chat. Design
<br />g)'DP mill ristall two cool scrvlwi� in seven sats of ustallairch holes. Pressures (D.P.) are poslitIvie and negative- Overall wirldow a5sembly, design pressure may be less than that shown in thei fastener
<br />"DW
<br />h) means. insta I two concrete screws; in eight sets of installation notes,
<br />5) Location of additional pwicretescrews in head & sill should be prioritizedas follows: quaWty table arid 5holl be determured in accordance with Note 13 of FLEX20100.
<br />a) First adjacent to Interlock or bust siltials in head & sill. /,_\ M Production Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 10111.5. 2, 1OI/I.S. 21NAFS or AAMAJWDMAl`CSA
<br />,,
<br />__
<br />b) Secondly, at each and of.1head & SO near jamb comer, if hooded. 411--- 101/I.S. 2/A440 and applicalble Buidmig Code. See Note 12 and 13 on Drawing FLEX 20100 for further details.
<br />o) Locations in rlead & .ill Other than as imteo in . & b. (W) Two tyy wood and/or framing to be Securely fastered to transfer the load to the masonry, concrisl or
<br />4) Location of Pciditionai concmie screws in jambs shl be pnoritl as fbllows� other structural substrate per the FBC and the engineer of recordlis details as applicable.
<br />.) First, adjacent to look. I. jill (X) See FLEX20100, Notes 10 to 15 fror additional FOC Code Compliance.
<br />b) S-cly. at-ch and cfjamos near hill & sill comall Drawing No.
<br />I
<br />FLEX241 11 I
<br />c) Locations inarl other than as listed in a & b.
<br />I Sheet 2
<br />of 2
<br />1
<br />5) CS - concrete rrorew and WS = wood Somw
<br />1
<br />.
<br />.
<br />CDNCRETE OR SEAL- BETWEEN
<br />MAS21NRY OPENING __-\ - WOOD BUCK & MAS'Y.
<br />DISCLA4MER; m. � a tv. iswil,v. *-itv ,, w vi or,i &is
<br />CONCRETE DR r
<br />c,.nNcRF Fl, FIR O.Lirw, -iril tv a-d-w l-, -� ix� wixxi � CK BY . -
<br />MASONRY OPENING 6.4 R,
<br />Y UTHNS
<br />� OPENING BY DTHER�S,�O
<br />. BY WOOD
<br />ONE (Note 2.a & 2io.D
<br />MASONRY OPENING t,ii - W ,,,lk- !ill � ii� � iep,l M-.0 - OTHERS <Note 4.a) , ,� I
<br />aw�j..d,�.--&--?,�V�W.d.ftf-"�--. BY OTHERS . -
<br />BY OTHERS ft 2001 rVrli W16,,ij 0xiii (I.Q, spill 1101A�, 2� --- BUCK WIDTH ...... - -----.I- .
<br />"'
<br />_\
<br />BUCK BY '_,,`H',R,S -
<br />(NDT�_ 4�a)
<br />-I'
<br />',l I
<br />I I
<br />;"
<br />FK-O.IogW,.ItaMI71�.5,��4��MFK-K��,$W.O#kl3.6, (B.W.� 1/4' SHIM
<br />I R-milindiisill iviral ft,l -1119, -1l or *re Ill XW" SPACE: MAX-
<br />,g ,,,,
<br />1-1/4' IN, t ,i A ,
<br />-I rMBEDHIMENT - il o ,4 12 ��
<br />-�
<br />SEA, BETWEEN .ca
<br />i : 1-1/4' MIN,
<br />L� I .
<br />.
<br />inniniceirk-
<br />" c-tal ii .1-10, ." .q.-d ,,, i,nvill
<br />Lft � P
<br />- 2
<br />I
<br />� il EMBEDMENT
<br />J `1
<br />D'
<br />SHIM AS RED' �
<br />(D - ' -
<br />�� lNote I.e)
<br />C> I �� i �
<br />9
<br />� WOOD BUCK--,_
<br />'Note
<br />: i 11 A
<br />..
<br />-
<br />. .
<br />---
<br />RX4, 2X6, 2X6 WOOD BUCK �
<br />5. , -3 U
<br />9
<br />i
<br />, 20 - I
<br />& �114.11) .
<br />— __T
<br />F
<br />I 1,
<br />I I - 6�4
<br />
<br />BY OTHERS (Note 4�lc, L oriol S) , 9 - I
<br />,�
<br />IF =
<br />U, I
<br />__ ___
<br />4
<br />!7 t/4' SHIM
<br />� �,
<br />]
<br />i
<br />----__
<br />V
<br />, i � I .-
<br />��� -
<br />I -
<br />SPACE MAX,')
<br />, ,
<br />f ;
<br />I ,
<br />�ECTIQN A -A ALTERNATE) 6
<br />----L-----
<br />I ,a A,
<br />'C �!
<br />F
<br />I-_
<br />I i
<br />! I I
<br />f
<br />,'-3/8- I
<br />'�01
<br />For installation Wth two b 1: --- -
<br />I
<br />- I 0 �
<br />I STUCCO i I
<br />I
<br />i
<br />; .
<br />MIN, EMB,
<br />i
<br />wood hucks
<br />.
<br />. I By OTHERS ii
<br />i ; ;
<br />Similar for Section B-
<br />�
<br />0
<br />R
<br />I I
<br />; �
<br />/
<br />I AS REWD.
<br />-L, shown).
<br />LrIo',
<br />as
<br />- I'
<br />E
<br />1 nRTME�ER
<br />: S -4 ,
<br />� - i q 1)
<br />,SHIM
<br />;; � (Note !.a)
<br />'i i
<br />--- i I - - -
<br />Y1 1;i C 0
<br />�S C § I
<br />T I OTHERS .
<br />, r: § �
<br />BY O_H�
<br />i I �Rs
<br />. -
<br />. (Net-- �,a
<br />. :
<br />:
<br />SEAL BETWEEN
<br />R W1 NDOW FLANOE:
<br />. 8 .
<br />I I - E -. � 9
<br />. .
<br />I & 2b."
<br />.1 �
<br />; . �
<br />; I �
<br />.
<br />� BUCK HEIGHI�
<br /><a,H)
<br />] 4
<br />GE14ERAL NOTES
<br />F1 To Ti)_6W6eWem1 Notes Drawing
<br />FLEX201 00, Sheet I & 2�
<br />(A) Milestone Series 1 WO Horizontal
<br />.
<br />A — & WOOD BUCK 1: I
<br />- � !
<br />(Note 2.a & 2,lo'i)
<br />1 -, PERIMETER SEAL _J 1. .
<br />1 BY OTHERS i
<br />f
<br />. ,� .
<br />-9 ;it �� . �!
<br />: - !J A i T i ,9
<br />. � . i ; 3 -Z
<br />� N Q I
<br />FRAME HEIGHT
<br />..
<br />Si:di ng Aluminum Window in XO, OX
<br />FRAME 1��,_' CNote F�a & 2 bAD `
<br />!li �.
<br />� = t � Jci
<br />(F � H.) (7
<br />- 6
<br />and XOX configurations is shown
<br />HGT� 0 B B — FRAME WIDTH —
<br />� T (F�W.)
<br />Z a . 2
<br />I
<br />!
<br />: SEAL BET GEN
<br />�
<br />(0) Drawing applicable to Non -Impact
<br />Resistant glazed window
<br />s' a
<br />(C) Production Glazing may iffer them
<br />15_�,
<br />I i
<br />I SEAL
<br />L / 0
<br />� WOO
<br />E�Qlto
<br />_E I I ,�
<br />BETWEEN
<br />1) . I ,
<br />BUCK & .
<br />L WINDO FLANGE
<br />: & PRE �T SI1,L I
<br />I i
<br />� � W/V LKEM 116 [
<br />� ADHESIVE SEAL -ANT I
<br />i
<br />____�
<br />(V ,`11�
<br />.�)
<br />that tested as a by
<br />llowed
<br />ANSIIAAMAIRWWOA ll 2, 101/1.5.
<br />2]NAFS or AAMA(ADMill loll
<br /> _ _ MAS'Y,
<br />A EL�6ATJON
<br />B-B BY
<br />VIL,ii tXILH10H —
<br /><Note
<br />OPENING R r,i
<br />OTHERS 89 -1i
<br />2 a & 2.1oll) '15 � le, I
<br />� OR APPROVED EQL. ;I
<br />� (Note 2.)o.1) i
<br />: lii� i
<br />__ INTERIOR
<br />f FINISH RY
<br />2IA440 and applicable Building Code
<br />See Note 12 and 13 on Drawing FLEX
<br />FASTENER INSTALLATION INMILICTIVINS - 11ilLEXA114 col UEO ON SH1l2
<br />-I- N_ —
<br />1�
<br />I If
<br />; .
<br />� I ,
<br />. : L_J
<br />O[HERS
<br />- - ----- ----- ----- ----- ----
<br />��, /
<br />20100 for further details.
<br />(D) For Fastener Quantries see Sheet 2
<br />3116- DUL C014CRUE SCREW WITH Wifil-STRUCiTtlill ONE BY WOOD SUC K, Z�
<br />H1
<br />ir). "
<br />L
<br />� _�
<br />q
<br />I . -
<br />V
<br />Of thl drawing. See Note (H) regarding
<br />(1) Where window is installed in an opening with a non,structural one try wood buck for the head and
<br />A A
<br />I
<br />�
<br />1i7
<br />devial
<br />jambs and mastrary or conimeter s4r,lastallation is as follows:
<br />9 -
<br />t __:�o
<br />(E) Concrete screw edge distance
<br />. At the head and Iambs, use a 3/16' diameter concrete scmiiv of sufficient ii in archreve
<br />"Parts
<br />I �
<br />____""`"" I
<br />'k,
<br />19 Ili 14
<br />from
<br />minimum embedrinent of ll Into masonry or concrete See Liar oil this drawing for
<br />A C_� �w
<br />11 Iq . I ?
<br />.
<br />measured edge of
<br />concrete screw sl embedment and load requirements. Sea F=0100, Note 7 for addl, ional
<br />- - -
<br />,
<br />concliatalmasenry/block to cantel of
<br />concrete screw requirements.
<br />.
<br />� -I
<br />'�`
<br />�J
<br />concrete screw must meet or exceed 2
<br />. At the sill, apply a Stiuctural Adhesive Sealant for the full ength of the Sill meeting the
<br />,ii,
<br />�J 1.7 lij
<br />�
<br />,q ,T,
<br />17
<br />1W. Minimurnsizeandembedmentper
<br />requirements of Note Z.b.i on FLEX20100.
<br />Deft: Ili 14106
<br />Parts List. See Note (H) regarding
<br />(3) See fastener quantity table on sheet 2 for concrete screw quantities and additional installation
<br />Scil NTS
<br />___._
<br />Precast Sill oy other4s,L
<br />PER-wMETER SEAl- .BY I I
<br />Ty
<br />deviations.
<br />(F) Wood or tapping screw 09.
<br />requirements,
<br />(K) Horizontal Stiding)(0-OX and XOX configurations am fabricated with t1he required number of Was
<br />Prill W, IiOA
<br />I Ched" By: )H
<br />OTHERS (Notp 2.a & 2,V,11) ccri,14�lgurl
<br />,'ar;
<br />SEC
<br />distance measured from edge of wood
<br />for installations. AL factory applied Installation fastener holes in the head and)ambs w% be Filled with
<br />in
<br />'
<br />Robert J. Anicrusa, Fill
<br />to centerrillne of WOW or tapping screw
<br />concrete screws accordance with note (1) above.
<br />FIL License No. 49M
<br />PARTS LIST
<br />must meet or exceed 1', MIningum, size
<br />SILO WOOD SCREW Wl 51111RUICTuRAL TWO BY WOOD SUCK (Soo Section A -A, Afternatis
<br />I 9# -,
<br />1 Head Flange Frame
<br />2 gilt - Flange Frame
<br />and embedment per Parts Ust See
<br />Note (H) regarding deviations-
<br />on Shal 1. Similar for Section Ill
<br />.
<br />I ,.'I ,
<br />. .1 _i,. _11,
<br />3 Tamb - Flange Frame
<br />(G) Not Used
<br />IL
<br />(L) Mere window is Installed in an opening with a Structural two by wood buck for the head and
<br />- l
<br />��
<br />4 0 , Sash
<br />(H) Any deviation [on than the minimum
<br />jamb$ and a masomy or concrete SO, Installation Is as follows:
<br />i.
<br />i
<br />5 Silt - Sash
<br />requvraments stated most be approved
<br />.
<br />. At the head and jambs, use 4 10 wood screws of sufficient length to achieve 1-318" min.
<br />"Parts
<br />.
<br />: - I
<br />6 al-
<br />azing Bead
<br />�
<br />by the manufacturer or onginedred by
<br />'other'
<br />embedment into the two by wood buck, See Ue on this drawing for wood Screw size
<br />?
<br />7 Glazing - See Note (B) and (C)
<br />Crewfin Professional In
<br />and embedment See FLEX20100, Note 8 for additional wood screw requirements.
<br />- ii, -
<br />8 3/16' Die. Flat Head concrete Screw with minimum working load in shear of
<br />accordance with the applicall Building
<br />. At the sill, apply a Sbuctinal Adhesive Sealant for the full Length of the Sill meetirig the
<br />requirearrigirts of Note 2.b.i an FUEX20100.
<br />. . ...... .... '.
<br />//,'\I 80 lus at 1 1W embedment See
<br />Note, (1) on this drawing and Note 7 on
<br />Code " Product Approval
<br />(IM) See fastener coantl table this sheet for wood screw quantities and Witional installation
<br />.ii,
<br />4 �
<br />`.
<br />Drawing FL-EX201 00
<br />requirements.
<br />W
<br />9 #10 Fiat Head Wood orTgppjnQScrew with a minimum embedment of 1�318"
<br />(N) Horizontal Sliding XOOX and XOX configurations am fabricated with the required number of
<br />�r
<br />I
<br />into "Structural Two By Buck or Froming" See Note (L) on this drawing and
<br />for Installations. Al factory applied installation fastener hotel the head and jambs will be filled
<br />Drawing No. FLEX21110
<br />Note 8 on Drawing FLEX20100.
<br />910 wood screws in accordance with note (L) above.
<br />Sheet I of 2
<br />I
<br />I
<br />(0) Wood screws shall not be used to fasten assembly into the end grain of wood.
<br />I
<br />---
<br />I
<br />SEAL BETWEEN
<br />PARTS LIST TWO BY WOOD BUCK OR ill
<br />r
<br />'O
<br />10
<br />'
<br />I Head - Flange Frame FRAMING BY OTHERS (Note 4.1o) - " 5�
<br />MASN NING -, 9
<br />MAS'Y. OPENING
<br />R 0
<br />2 Sill � Flange Frame
<br />3�mb
<br />\ \.
<br />4, . r
<br />) I
<br />4 13 O - e .
<br />9
<br />(Note F.a & 2.l ONE I
<br />NING O
<br />- BUCK
<br />C -_
<br />3 - , Flange Frame
<br />4 �Wa_d - Partial
<br />Ls � � �
<br />\ . il� �11 I .
<br />I
<br />SEAL 13ETWEEN B
<br />F_
<br />(Note 4.a & J)
<br />i F INO te
<br />5 Till-parel
<br />6 Emil Shia � Panel
<br />4 IN '2 it
<br />SEAL BETWEEN I w- I <
<br />.1
<br />a ___ - - 7 SHIM AS
<br />'Note 2.a � 2 d ID I I<L L" U
<br />'No
<br />I
<br />LJ
<br />- C.)
<br />'il
<br />I nite, -1, � F seat
<br />H DOK STRIP & �- I 'o a
<br />I . WOOD BUCK 9 ..
<br />. i - " ,
<br />te
<br />PERIMETER ,
<br />_
<br />-
<br />< CL
<br />"i
<br />8 Hook $trip FASTENERS SHOWN I
<br />4 ,
<br />9 Gaturing - See Note (5) and (Y) " �Note a.a & F,Wll) I R
<br />IN SAME PLANE FOR
<br />I
<br />.c,
<br />_7--�`�'
<br />1 1/4, MIN,
<br />CLARIT Q LY,
<br />HOOK .
<br />P
<br />SEAL BY I
<br />�
<br />'
<br />:
<br />� Z
<br />10 3116' Die, Pat Head Concrete Screw with murimum STRIP ANCHOR HOLES
<br />I I
<br />I
<br />i
<br />OTHERS 11
<br />"�
<br />1) I
<br />. >
<br />� F
<br />7E
<br />,
<br />*0 .1 ? 2;
<br />ill load in show of `180 The at 1 114' embedment SPACED Z!' APART ON - I / 1/13 Ml�. ,,. ,
<br />�
<br />(Note 2.a _ _ -
<br />_ . _ �
<br />_ _�
<br />-
<br />V
<br />A See Note (K) on this drawing and Note 7 on Drawing 13PPOSITE FLAll - EMBEDMENT
<br />(TYP)
<br />"'Il
<br />& 2A.111)
<br />I
<br />�-
<br />FIL ,
<br />, ,1 -
<br />�
<br />.
<br />I ��
<br />�_����
<br />____
<br />L
<br />it #8 = �TaRping aM with a minimum Typ, 1 1 *
<br />I
<br />_1____1! . .4 4 . E '. 2� T
<br />/I
<br />STUCCO \
<br />""`,,,,,,SH1M
<br />embadment of 1-118"Into the Iwo by fratiming. See
<br />- 8 g is i -,.
<br />1i
<br />Note (0) on this drawing and Note 0 on Drawing ( D8
<br />- N S 1,i
<br />� 11 \
<br />AS
<br />__ .
<br />11 - 7/8' MAX, .*d
<br />'_
<br />REWD !
<br />I Note
<br />12 ffWcod or Tnprl Screw with Plastic Inserts (Note
<br />8.j on HLEX201 00) at a minimum embedment of 7/8' \..,
<br />- 111_� c, 's ii -!.�
<br />. � - i �
<br />� or
<br />j',F',§
<br />i__
<br />7--
<br />"r) �
<br />�
<br />into the concrete SILL See Note (P) or this drawing 9
<br />.ili
<br />ai al -,
<br />4 5
<br />(:
<br />(��)
<br />� ! ;
<br />�
<br />and Note 8 on Dravving FLEX20100.
<br />�1:x :e
<br />- .6.
<br />L./-,") i
<br />__1 i
<br />13 #8 Wood or Tappinin Screw vi a minimum
<br />T ., E _ I
<br />-E, . .
<br />1� i :
<br />embedment of,918* into Me 'One ByWood Buck'.
<br />�0 �
<br />4
<br />I
<br />!
<br />1:
<br />See Note (0) on this drawing and Note 8 on Drawing
<br />FLEX201 00.
<br />7 &�g -.
<br />HOOK STRIF -. � -.
<br />ill
<br />i
<br />�0 Z -In
<br />2
<br />,� :
<br />DETAIL
<br />SECITION A -A W
<br />W i
<br />A 7
<br />isi ?
<br />,
<br />-
<br />;
<br />I
<br />a 1/41 MAX SHIM SPACE
<br />I I 9
<br />let
<br />I
<br />I S,G,D,
<br />-1 1/4' MIN,
<br />HEIGHT
<br />EMBEDMENT
<br />ill ;
<br />.
<br />4 ONE BY WOOD
<br />",
<br />//
<br />I
<br />i
<br />-
<br />(Note 4. & J)
<br />V --I I -
<br />///
<br />!
<br />SEALING i :
<br />17 Z
<br />(��-�rl
<br />ii; �
<br />B B —
<br />(:5,-"
<br />REQUIRED
<br />I-
<br />'10 �
<br />WOOD PUCK &
<br />el
<br />I I i
<br />(Note ?.c. I
<br />& 21011111) i ;
<br />\. � I'li ) ,,- MAS'Y, OPENING
<br />3
<br />I ---.--
<br />Am
<br />:
<br />!
<br />"� N
<br />"
<br />A '-1
<br />i i
<br />Al (Note 2,a & 2.cl,ill)
<br />—
<br />EXTERIOR ELEVATIO
<br />SHIM AS
<br />REQ'D -
<br />- : i
<br />AS REQ'D.
<br />Date- 3102107
<br />2 PANEL DOOR SHOWN
<br />(NO'ce _� ,
<br />i
<br />i
<br />__ SHIM
<br />�1_ a C
<br />Skills; IRS
<br />(SEE NOTES l (D) & (E)) Broil Ill PJA
<br />m
<br />I.c) "',
<br />1
<br />4
<br />ChoOlad Dr. JH
<br />I
<br />1/4 MAX I
<br />SHIM SPACE
<br />� 1`1 : :
<br />I i ;
<br />, 0
<br />/
<br />/_91
<br />Robeer 1. Amaral Ill
<br />DISCLAIMER: The purpose of this Fill License No. 49752
<br />____ __ - -
<br />� i
<br />l" . �
<br />i .
<br />I/?'A 11,
<br />.6 .4 1,
<br />A 11
<br />SEAL BETWEEN
<br />9 ZL@ _��L WOOD BUCK
<br />. (Note R.a & 2.ol,10
<br />PERIMETER
<br />in Sbariabort drawing is 0 Present the
<br />manufacturers moommendations for -
<br />L4 "Pe
<br />auchrosge(Le, concrete surews, wood .,..- -.1.1%,
<br />ScleMS and tapping 514ml to fritilevir the 7.1 .
<br />design the fenestrabori
<br />4 P
<br />4 .
<br />A 1, -
<br />L - 4
<br />OTHERS "\__ C
<br />pressure speoried w
<br />product as required by the 2001 Florida A."
<br />Building Code (l Section 1707.4.4, ZXI4 , 0 :
<br />(Note
<br />2,o & 2A,111) MASONRY OPENLNLI
<br />FOC-Butding, Section 1714,5.4and the 2004
<br />1
<br />1-1/1' MIN,
<br />I O
<br />� S,1,11, WIDT 1
<br />RK-Revidentlail, Section R613�6.
<br />Raroornmendatiorris regard" flashing, 107
<br />()
<br />(0
<br />STUCCO
<br />. , ,
<br />.
<br />seating, seatents or other joint sel . rit 1, , 11
<br />. ... ,
<br />I
<br />phictices, does not conatibute a warni ", L IF , .",
<br />J13FRALLY APPLY S r
<br />JNDER SILL OR SET S
<br />SECTION B-B
<br />either expressed oi� !MOW. ........ "
<br />-]
<br />.
<br />91D� OF CONCRETE (Note imil).
<br />-
<br />No. FLEX24110
<br />SHIM AS REQUIRED (Note 1.c).
<br />[Drawing
<br />__ Sheet I of 2
<br />GENERAL MOM
<br /> ---�,-"--,..-,-.-----.-,-----,---�
<br />Fastener Installation Chart
<br />A� " -,--,--
<br />.
<br />Ill -
<br />ii
<br />, If.. R.4.1l Chau,nal 0 Fal ill (I to 15) See General Notes Draw" R.EX20100, Sheet 1 & 2.
<br />six. il.ft "Onflnumoo
<br />� I
<br />a Wkith I H.1i J."ll H"d IS Kirl sti (A) Milestone Series 1000 Sliding Glass Door Is shown. Also applicable to Milestione Series 2000 Sliding Glass Door.
<br />(Ill Isms-ca) OnVOS) 01.8111161
<br />Drawing to Non-Implact Resistant Sliding Glass Doors with 3116'ful tempered See " M.
<br />- e ,� I
<br />406S xx� ox, xcr so 4 (DC) 3 (DO) 3 (De, 'I 8 (0) applicable glazed glass.
<br />_�ia - , zli�
<br />50" -M.P�����.-tO--�"N.--.�-�,tip-OL--,2�RL-- jaq?1_�1_,_i__ (C) Where 'W represents moving panel and "O' represents fixil parl approved confligurattions are as 11saird on the fastener iftstallation chart on
<br />"
<br />i � i
<br />am _�)�Z,�_O ,Z�----.jLq-----,�'n-�"--I�m��-.-.��,LQRL-,j-,-,A--- Sheet 2.
<br />aces xx, ox, X0 06 at) 4 (pir) $(De) 4 (M a drawing, however installation "A "Mi' 8L Hook Strip Detail
<br />1W 1� 4
<br />. v 6
<br />I
<br />10068 lxxiox�xo Mi 80 - (DO) 7ml) I. (or) 8 (D) Not all configurations listed on the fastener Chart are shown on this Sections -A",
<br />. �
<br />woo __Xx, ox, X0 60 ----as 5(001 3 too) 3(00) __ is - apply to Installation of all approved confligurattons.
<br />.9 8 �E
<br />1
<br />i
<br />fielto XX,Ctl 72 96 ill 4 PO � 4 (DO) lo -pass door size and configurartion in tire chart to the firvished opening of the pocket door,
<br />80do 1_?S?�,gx, xl�_ "Re, _ 0) ( -a C, (E) For pocket door configurations, use closest by
<br />-,- _2g,___ __�jR� __ _,_gIo9j__]_,1R __�__I_ __ (F) Concrete screw edge distance measured from edge of concrate/masonry/block to Centel of concrete Screw Must meet or exceed 2 1141,
<br />�
<br />A
<br />1 � I
<br />10 80 XX,OX.XO 12D
<br />1 96 5 (DO) 8(02) ! 8(D21 i 10 Minimum size and embedment Der Parts Ust See Note (1) regarding deviations.
<br />.iOO -A"-X 22- A(L- _ j��_ � - ___�_00.L_ _ �riuo __�__ 4P91 � 12
<br />60100 xx _OX X0 72 __ _1L0__ ._-_uQ1JL__ ___jEnoll .-KLIr2c - (G) Wood or tapping screw edge distall measured from edge of wood receiving the point to oenterine of wood or tapping Screw mill meet or
<br />A I
<br />g ,�6
<br />80100 1 0 0) 1 12
<br />n___12____._AA1_21_ exceed V, Minimum size and embedment Parts Ul See Note (1) regard" deviations.
<br />__a(?9)_ - -
<br />,-- _ per
<br />97pg-- -
<br />oxo 109 Va so 4 (Der 6MIn , 6 (oil ; a
<br />12068 ONO '45 "'a 80 *(DO) 9 (02l, I 9 lat) ! a (H) All field supplied holes in the frame (if required) will be 3/16' in diameter.
<br />I
<br />-
<br />��cxO 118i I 18 80 ,0g) 12 fD4) 12 ii o,i) 1 8 (1) Any deviation less; than the minimum requirements stall must be approved by the manufacturer or engineered by "other' Design Profea4prial
<br />E � 2� �
<br />G80 Oil 409 "a 96 5 (DO) 7 (W.) 7 (Din 1 lie in accordance with the applicable Building Code and Product Approval.
<br />i
<br />Il A k 2
<br />I 12C,S) _ Ol 145 118 96 5 (W) I 0 Los) 1 D (Di 3__
<br />: 150aro ol 181 ,is 96 5 fcc)) _14 (1)(5) 10
<br />90100 10a Va 120 8 l 7 (D21 FASTENER MSTAILLATION INSTRUCTI[ONS - FLM4110
<br />§ . 1. I,
<br />-e ;? '. ;5 .
<br />Z5 � -
<br />___2XO
<br />120100 I c1xo i tb 120 ? lorl I I (D4) 11 (D4) : 12
<br />§ t
<br />_LIS
<br />go" H - _iQ§_§?8_ AQ_ __4�11_ ___fiffnil ___ 11- --fi__ 3116- DIA. CONCRETE SCREW WITH SILL AND NON-STRWIFURAL ONE BYWOOD SUCKOIN HEAD AND3AMB&
<br />12 2 9 2 8
<br />.,,-o .e
<br />AM - -.5 ,,l, 8
<br />I _.
<br />- _142L5A_A3-_�L01___g --!--, ---
<br />, We SiR 00 4 (W) 12(04) 12 s _T i Is
<br />6MB XAX
<br />.R ,,,
<br />1. �i` !
<br />gic
<br />� - - ___
<br />Wan " Di) , , 1--, _ la (3) Nail attachment of romstmctural one by buck per Note 4,a,li.2 an Draviringi FLEX20100.
<br />'-- _._ _101- '_ti __T_�Ii;j _-ic I
<br />ISF, I _V�
<br />,; - -
<br />,
<br />l 0 a rZ
<br />t2O6O % ,
<br />- _1IPq,__ 10.31 I D i-031 I 10 (K) Where door Is installed in an opening with a non-structurat one by wood buck for Ift head arid jambs and a masonry or Concrete sill, use a
<br />_fflili
<br />15080 I 96 5 Wid 14 Wal l 14 ll z 10
<br />1 3116' diameter concrete Screw of sufficient Isingth to achieve minimum embedment of 1-114" into masonry or concrete. See "Parts Use on
<br />. I., _f!
<br />l - -
<br />16
<br />90100 XXX 106 " 120 a 02) 7 (02) I 7 LU2 ! 12
<br />I 12100 XXX 142 120 8 (D2) 1 1 Mi 1 11104) 1 12 Sheet I of this drawring for concrete screw size, embedment and load requirements. See FLE,M100, Note 7 for additional concrete screw
<br />_i F
<br />. I = 1;
<br />I i .
<br />,,,
<br />10088 oxxo 119 are 80 7(DII � 7(01) i 8 requireffleft
<br />_ _ .
<br />__�_Il -_
<br />= . . I
<br />2 5 I "n
<br />12068 oxxo IiAIL,8�__._ _4 ilkil!)_ - a (L) See fastener Installation chart this sheet for concrete screw quantities and additional Installation requirements.
<br />�Q�)_. - - A LO-2). � _ ' 4 --a---
<br />_-b3&5-i9I
<br />70 r
<br />16068 a 8 4 i3tDi T-13rpo . ll Install one concrete screwrin each pair of Factory applied Installation holes untless noted othervillize on duerlieslemer Instiallartlonchart, It Is
<br />000 EB--.-G��---.�-,-J-V.�2L�--,-eltg-�J.�..-Ir-&.�Pi,--,,- IR__
<br />I
<br />,
<br />E
<br />__q)%��__ -9
<br />1 "2060 _,_PlSxo_ 4�_ DO ) zi! acceptable to Install a 3/16" diamliter concrete screw with a 1-1/4" embedment In all holes In the head, sill and Jambs which will exceed the
<br />,L -n- A__ __�L ... )__,_i9Z3_ -!9,10- L_4__10___
<br />law oxx o 101 51a 96 6 011 15 0) 10 minimum requirements of the Fastemer Installation Chart
<br />9 ,
<br />V
<br />_tsm �'�' , _; _
<br />1 lol ON ; �
<br />; 0 Its 641 120 Mill a joi i 6 LD11 , - - vl Alternate concrete screw installation fasteners front to back in all frame members when both sets of holes are riot used.
<br />58
<br />JlI
<br />R 9
<br />lZoloo oxxo 143 5M _ 120 802) (0) All remaining factory applied installation fastener holes In the head and jambil not used for concrete screw Installation Shall be fastened With
<br />,a �00
<br />D OD oi 191 se, 114 a 02) 17 (C* - 17 Qe 12
<br />ill;
<br />1006a xxxx 117 14 091 -,rm 7 D1, #8 wood screws of sufficient length to provide min. 5/8" embedment into wood buck. See 'Parts List' on Sheet I of this drawing for wood
<br />. 14 ___�.L __ --L j-
<br />�L_ - .- - - � _ -_
<br />_8Y
<br />1
<br />120M � T�T W (DO) '?I 9 1)
<br />- __-_rA(2OL--_ L __�_ 1 I_ screw size and embedment requirem". See FLEX20100, Note 8 for additional wood sum requirements.
<br />16
<br />-
<br />if*
<br />1,,�,q
<br />15068 . XXXX il* Ill 1 (I 13 (D4) : 13004) i a (P) All remaining factory applied installation fastener holes In the sill not used for concrete screw Installation shall be anchored with plimstic
<br />--I-
<br />ilI
<br />-_ s( L_ 8 2) a (DR) , 'O
<br />I 10060 = -,'I�-]�'t?! . anchors (see FUEM100, Note B_j for details) and #8 wood Screws of sufficient kenigil Io provide min. 718" in. embedment M the Concrete
<br />1 12080 5 , I i . Z it'
<br />15
<br />I
<br />189 `4 96 5 4A) � Wd T 15 oeb 10 masonry. See "Pam Ust" on Sheet 1 of this drawing for wood Screw size and embedment requiremeres. See FLEX20100, Note 6 for
<br />or
<br />"Ir . ,Lil I j
<br />_ I �1. 0 117 1/4 8 iol B 02) 1 12 additional wood screw retwirem".
<br />1120
<br />1 120100 _,__Lk� 2 ,
<br />1 ,___k�m --!- __
<br />_--ito I 0-0 ____M�a�_ __L2_ #8 WOOD SCREW WITH STRUCTURAL TWO BY WOOD BUCK FOR POCKET DOOR HOOK STRIPt
<br />I'll retaliation Charthlottes:
<br />:3/02/07
<br />1) nisome cassigiorworditg screws am cry required in we at the factory applied installation hole (Q) Where pocket door hook strip is Insialled in masonry opening with a structural two by wood buck and/or framing, use #8 wood screws of
<br />Sets (i.e., a Mom Set berig the two holes lying In a plane perpendicular to the width of the clecor
<br />frame). In these caw designated al in the installation chart, one of the holes will receive a sufficeft length to achieve 1-1/8" minimum embedment Into the two by wood buck arvillbar frarrift receiving the poft See 'Parts UsV on
<br />SMIM I'll
<br />Drawn Dr. PJA
<br />cononate Screw and the remaining holes will be IlLed In accordandevillit; Notes Crand P, Sheet I of this drawing for wood screw size and embedment requirements, See FLEG0100, Note 8 for additional wood screw requirements,
<br />Checked Dr. IM
<br />2) in some oases corierste screws am required in both factory appli,licristallation hole sal '04- (R) See fastener Installation chart this Shea Ill #8 wood strew requirements in hook Strip. All holes In the hook strip will be filled with #6 wood
<br />Z,�
<br />through IDW designates in which Alim & configurations two concrele scram are required. The screws With a 1-1/8' minimum embedment.
<br />remaining Wes wilt be fluid in accordance wi Notes 0 and P. (S) Wood Screws shall not be used to fasten assembry nou, end grairt at wood.
<br />al"01" means, Install two concrete screws in one set of Installation holeel
<br />by'DT hisim., lirisital lver concirst. — in two sets, of installation hole..
<br />i lm� means, inguall two concrete screws in three am of Installation hods.
<br />d) "D4* means, install two concrete Screws in fair sets of installation holes.
<br />a) `05" means, instail two concrete screws in five sets of installation Was, (T) If exact door size is not listed in Fastener Installation Chart, use fastener quantity NsW for next larger size, for the appropriate design
<br />0"Oft' mean% install two concrate somi in six Sale of Installation holes. pressure requirecIL
<br />9) "Cil means, install two conatris scrows in seven sell ofinstallason Ill (U) Installations depicted In these Instructions acceptable for design pressures to 55 PSF for the window sizes Shown In the chart Design
<br />n)"Dii'mearral install twoconareterscranivis, In alight Sets of Installation holes. Pressures (D.P.) am positive and negative- Overall window assembly design pressure may be less than that shown in the Fastener quantity
<br />Laos
<br />3) hall of additional conamill scram in head & sill should be pricrifted as follows; table and shall be determined in accordance with Note 13 of R-EX20100.
<br />a) First adjacent to interlock or butt ables In head & sill. Cli Production Glazing may differ from that tested as allowed by ANSI/AAMAIIN[WrWICIA 1011I.S. 2, IDI/I.S. 2/NAFS or AAMA1WDMAJCSA 10111s,
<br />lo) Secondly, at each end of head & sill near jamb carrier. if headed. Al
<br />0) Wcations In head 8 sill other Irish as listed In a & b. 2IA440 and applicable Building Code. See Note 12 arid 13 on Drawing FLEX 20100 for further details,
<br />4) Location of additional conorets sonews, in jambs should be prioritized as folJowl (W) Hook strip to be Securely fastened to transfer the loard to the masontry, concireba or other structural substrabat per the FOC and hill engineer
<br />I
<br />a First adjacent Lie Looks in jamba. of record's del as applicable. -
<br />1
<br />ll� Secondly, at each end ofierintolintior head & 614 owners. Q0 See FLEX20100, Notes 10 to IS for additional FBC Go* Compliance. ing No. FLEX24110
<br />[Tr�w Sheet 2
<br />c) Local Lit iambs other than as listed In a & b.
<br />of 2
<br />I
<br />5) CS = concirsis screw and WS = wood scraviv
<br />- __ -
<br />FRAME WTH, __7
<br />/,,\ F— CF,W.)
<br />,
<br />____ I ____f___f______+- ------+
<br />I -1
<br />'
<br />��RAME
<br />HICT
<br />(FN.) . �
<br />I - -
<br />� � .
<br />I ,��
<br />- '�
<br />, ��
<br />. I
<br />Z,
<br />001-
<br />I I
<br />X
<br />�
<br />- XOX
<br />-
<br />XOX
<br />"��
<br />I
<br />. .
<br />11 ------ I ... ... 11 ------ - I I
<br />...
<br />I ._Lx�l , 1'�51_11 , -
<br />FRAME --- 0 ---
<br />HGT, :, �,__
<br />(F.Hd ... ox - X0 ---
<br />L__ - - - . L -
<br />ELEVATION
<br />VIEWED FROM EXTERIOR
<br />Fastener _Q_Qontitie�i__Tdb1e Notes: ZL
<br />1) Buck Width and Height = Frame Width or Height - 1".
<br />2) Only the required number of holes at the correct
<br />locations will be present in the frame based on the
<br />number of fastners to be installed listed above.
<br />Ill k -
<br />:- 1� A
<br />Z e �;
<br />a 111h
<br />i 1, -2, I g
<br />V - ?
<br />2 9� A
<br />3911
<br />11
<br />9 I Ir" Ill
<br />a A �
<br />I Z �
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<br />il �'.
<br />E Nj
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<br />r= 2',§ f
<br />if is
<br />A Q
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<br />is , ,.
<br />a Z I I
<br />E I
<br />1) 1A
<br />O" 13j,"jift
<br />SC*W. "Is
<br />Dingen Dr. RA
<br />chiedial or. JH
<br />(P) If exact window Size Is not listed in fastener installial chart, use fastener quantity 11I for next larger size.
<br />ZL(Q) Installations depicted in dlese Instructions acceptable for design pressures to 60 PSIF for the window all shown in the tablil Design Pressures (D,P,) am Positive and negobve,
<br />Overall window assenibly design premire may be Ion than 60 PSF and sliall be determined In accordance with Note 13 of FLUM100.
<br />(R) Production Gaining may differ from that tel as allowed by ANWAAIMkWWWQrA 101/1.5i. 2, 10111 $- 2/NAFS or AAMVWDMAXSA 101/1,6. 2IA440 and applicable Building I
<br />Code. See Note 12 and 13 on Drall FLEX 201M for further detai
<br />(5) Two by wood buck and/or framing at the head and jarlibs to be securely fastened to transfer the load to the masonry, concrete or other structural substrate Per the Fm and I Drawing No. FLEX251 10
<br />the engineer of record's details as aPplical Sheet 2 of 2
<br />M See I'll Notes 10 to 15 for adclitioni FOC Code Compliance.
<br />1 1
<br />PARTS LIST TWO BY W013D BUCK OR
<br />.
<br />CONCRETE OR A rZ
<br />OY OPENING
<br />72 o
<br />1 Head - Flange Frame FRAMING BY OTHERS (Note 4.b & W)
<br />, - i
<br />_ S
<br />By O"rR __--_�
<br />—
<br />2 5411 - Flange Fran, a
<br />� I B L SONRY OPENING , �_-
<br />� . ER r, le �; rs
<br />SEAL BETWEEN
<br />WOOD BUCK &
<br />(Note
<br />4.10 & W)
<br />12NE BY WOOD
<br />i
<br />3 Jamb - Flange Frame
<br />—
<br />4 �
<br />04 g -,
<br />-
<br />MAS'Y� I NING V
<br />BY El
<br />11 __�
<br />�_
<br /> BUCK BY OTHERS
<br />, ( OPTIONAL)
<br />4 Head - Panel
<br />5 Sill . Panel
<br />I
<br />I �
<br />11 J, ,-!, I g
<br />4
<br />(Note R,a ,
<br />& 2.01 )
<br />'111� )
<br />j�
<br />1P`
<br />, i ,NctL- 4,a,11,2)
<br />6 Look Stile - Pane!
<br />SE AL SE
<br />SEAL BETWEEN .a � iF g
<br />HOOK ST ii; . , -a U
<br />SEAL ,
<br />" . J - 1 3/8' MIN. 7 Interlock - Panel
<br />� C' I—
<br />. . -
<br />i"'O 03 Bt � n � 0 �
<br />BETWEEN __
<br />-
<br />11
<br />- -
<br />EMBEDMENT
<br />8 Hook Strip (4 FASTENl SHOWN E
<br />t�e
<br />., (No 2
<br />9 Glazing - See Note (8) and N) IN SAME PLANE FOR 16 (Note 2,o & 2,6A) W 1 2 Er
<br />I
<br />DOOR — -
<br />FLANGE �
<br />r7i: I
<br />" . CLA ITY ON- 14-1,
<br />U 10 31W Da. Flat Head Cklincrete Screw, wan minimum STRIP ANCHOR HOLE
<br />& WOOD
<br />j �: /\ working load in shearof 180ba, at I 14"emoadment. SPACED 2' APART [11�4
<br />4 1
<br />� ", " i
<br />", 1 � �
<br />_
<br />- I �� -_ -_ L, � 11
<br />_�A
<br />BUCK
<br />-
<br />-
<br />__
<br />__
<br />— F
<br />Soo Note (K) on this drawing and Note I on Drawing OPPOSITE FLANGES.)
<br />_",�DMEN,
<br />(T,_, A6
<br />(TYP.)
<br />(Note 2,a
<br />& R.o[All)
<br />JT��
<br />- _
<br />Z, �� FLEX2010D.
<br />�� T: 11 L00 Wood or Tappim Screw with a iminingurn Typ� I I*
<br />,7
<br />,
<br />"
<br />� 4 ,�� -
<br />I
<br />,�J 4 i , - l5
<br />i
<br />y
<br />I----.--- I
<br />embedment of 1-318' into two by framing. See Note
<br />I 6 �- .- 2 13 �
<br />PERIMETER_/
<br />(D_
<br />(P) on this drawing and Note 8 on. Drawing _�np
<br />i` -E ,,, 5 g t
<br />-,A- ,/9,
<br />OTHERS
<br />T��
<br />FLEX20100.
<br />12 #10 Wood or TaRPN §qMt with Plastic Inserts ____
<br />\.1
<br />4,
<br />I - MAX, ;Z r" ii� --d ,
<br />-
<br />- , -
<br />8-� , . �
<br />�Ncl 2 a
<br />& 21ollffl)
<br />SHIM, AS
<br />f , EWD
<br />(Note B-j on FLEX20100) at a minimum emlba�miurlt ! �, 2 �r�2 � o
<br />I *ill I 2! ,
<br />o 11 into the concrete sill. See Note (0) th i � f - ., co �� 0;
<br />@-\ l 5
<br />(R
<br />�Ncite 1.c)
<br />�
<br />drawl and Note 8 on Drawing FLEX20100.
<br />k
<br />it
<br />,
<br />. . ; _--
<br />STUCCEI/SHEATHING . Z E . T
<br />Lo
<br />O . -� E .
<br />ill - f '.
<br />(�)
<br />.� I,. -�
<br />.1 p -g 1
<br />H El 11 K STRIP =.;_11
<br />I
<br />m , i Z, .
<br />� � �
<br />DETAIL .-
<br />SECTION A -A
<br />,iiiiel
<br />ONE BY WOOD - 1/4' MAX. SHIM SPACE
<br />- -A
<br />11 _�
<br />I — i I
<br />I I � i
<br />.
<br />I SZ-11,
<br />HEIGHT
<br />BUCK BY OTHERS
<br />(OP7113NAL) __\ `ll - I �i/S' Mft
<br />I , i I ,1 I'L
<br />(Note 4.c.112) \ .
<br />2 3
<br />// 1
<br />- _:�__ WOU Y
<br />SHIM AS li� -;;p OTHERS
<br />___
<br />f+j - �
<br />////// - B . B iq�
<br />I
<br />(r-1)
<br />REQUIRED
<br />_",
<br />REQ'D (Note 4 lo & W)
<br />,,c
<br /><Not � 1.0
<br />\ / 4
<br />-
<br />I 91RI
<br />n
<br />(Note
<br />& 2XIIII 2�a
<br />) IQ SEAL BETWEEN
<br />I
<br />/
<br />A _-i.l
<br />SHIM AS
<br />hm
<br />____ TWO BY FRAMING
<br />- —
<br />EXTERIOR ELEYATIO Dtftl 3/oz/07
<br />l
<br />I
<br />2 PANEL DOOR SHOWN Scale: NTS
<br />1No::X
<br />I 111, /
<br />- --- I
<br />I/,,
<br />(SEE NOTES (C), (D) & <E)) bilewin thr. RIA
<br />�c)
<br />I �c)::
<br />. . <
<br />Checked Or JH
<br />-
<br />I/ , x
<br />",
<br />I i vr
<br />� I
<br />-. -
<br />___4_@
<br />/
<br />Robert I Antorwal IM
<br />DLSCLAIMERz The purpose of this FL License No. 49752
<br />SHIM SPACE
<br />Ir ,,,, . �
<br />,i,,,, SEAL BETWEEN
<br />,
<br />Installation drawing l to present the
<br />manufacturers recommendations for ahlifirr
<br />�
<br />1' A 4
<br />,
<br />,
<br />6
<br />anditral G,e., concrete Screws, 1111.
<br />1
<br />- - 'IV
<br />I >
<br />`,`
<br />4
<br />14 A
<br />- & WOOD BUCK
<br />(Note 2.Q & 2,dJlD
<br />wood screws; and tapping screl to �
<br />--il - -.--p %
<br />achieve the design pressure specified #
<br />A .
<br />� I,' I
<br />1`1
<br />PERIMETER
<br />11
<br />on the Forrestal product as I Q t
<br />. : 0
<br />.14 4,
<br />required by the 2001 Florida Building � o -
<br />-
<br />�2)
<br />EMBEDMENT
<br />1-1/4' IMM (Note
<br />OTHERS I
<br />2,o &.2A,M) 4
<br />— S�G,D WIDTH 11
<br />%_
<br />Coo! (FBC), Section 1707,4.4,
<br />- ll 7nd _ "'�
<br />the 2004 F30-Resderill Se%
<br />10
<br />rdi ,
<br />R613,6, Recommendations re ill �, I 0
<br />O OG
<br />flashing, Sealing, seagarb or other ,. - �11 ..
<br />LIBERALLY APPLY SEALANT -
<br />_
<br />-
<br />.,, ,�14 ,.
<br />joint sealant practices does riot 11--1
<br />UNDER SILL OR SET SILL IN
<br />DED OF CONCRETE (Note 2440.
<br />SECTION B-B
<br />constitute a warrarty -
<br />ther
<br />expressed or implied. a No. FLEX24112
<br />.
<br />SHIM AS REQUIRED (Note I.e).
<br />BY OTHERS
<br />[Lrawing
<br />Sheet 1 of 2
<br />I
<br />.
<br />0
<br />Fastener Installattl Chart
<br />Sle. dill
<br />I "Wag"Reor
<br />liul
<br />R."inid Oulintellm
<br />ixf Faiiiiin,rM
<br />-
<br />WWth
<br />I Height
<br />Jamb I HMO
<br />" aws fil.�Rlvs
<br />- ---- - ---
<br />Silt T Hooki-strig
<br />wircati 1 (il L
<br />±
<br />4006
<br />$We
<br />go"
<br />_2s�� - -
<br />!�X, ��o
<br />xx.ox,xg
<br />xx.0i
<br />��%___
<br />eo -------
<br />72
<br />-
<br />so
<br />]�=_
<br />80
<br />a �
<br /> -, - __
<br />- ij - --
<br />I
<br />a !
<br />-W-S
<br />-M?I- 1___2__._
<br />0
<br />Bose
<br />_ZN9LX�x0_-___1
<br />.QX,XQ
<br />120
<br />80
<br />a
<br />8 . � __IL __
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<br />Fastener Installation Chart Notes:
<br />1) In so" caress, concrete screws, am only required in one of the factory spoil ir
<br />sets (Le., a hole get being the two hole$ lying In a plarre perpendicular to the width
<br />frame). In these, cases designstod as "ll the iestallaton chart ions of ft holes Wit mol a
<br />concrete Screw and the remaining holes will be Alled In acoordance with Notes 0 and P
<br />2) In some cases concrete screws Ile required in both factory applied installation hole set. � 'Di.
<br />through *Dlr Olasignal in which size & configurations two, concrete Sorel are required. The
<br />remaining holes will be filled in accordance with Notes 0 and R
<br />arDl' marame, install hill concrete screws in we set of inslai6L�ti holes.
<br />b)"Cil means, Instill two corromte screws in two soft of installation hol
<br />c)'03" means. install v,w concrete screws in three sets of installation holes.
<br />i maignal install two concrete screws In four sets of installation holes.
<br />e) "05" means, install two concrete Kravis in five sets of instiahation hol
<br />0 IDW maral install two concrete schem in six sets of installation holes�
<br />g)'Orr, means , install We concrete screws In eleven sets of hnstrilinjon house,
<br />h)'OT means, Install two central screws in eight sets of installation noisier
<br />3) Location of adclitswal concrete screws In head & *ill should be priorifted as follows.
<br />a) First adjacent to interlock or butt still in head & sill.
<br />ti) Secondly, at coch end of head & sill nearjamb col If needed,
<br />c) Locations in head & sill other then as Listed in a & b.
<br />43 Local of additswai concrete screws In iambs should be Prioritized as fullowe:
<br />a) First, radhacent to looks in jai
<br />b)ISeowdly, at each and of iambs hear head & slit comers,
<br />c) Locations in Iambs other than as listed In a 8 b.
<br />5) CS = concrete sch" and Wist = wood screw
<br />(I to 16) See General Notes Drawing FLEX20100, Sheet I & 2.
<br />(A) Milestone Series 10% Sliding Glass Door is shown, Also applicable to Milestone Series 2000 Sliding Glass Door.
<br />,�Al (0) Drawing applicable to Non -Impact Resistant Sliding Glass Doors glazed with 3116" fully tempered glas& See Note (V).
<br />(C) Where 'r represents moving pariel and "O" represents fixed panel, approved configurations are as listed on the fastener Installation Chart of
<br />Sheet 2,
<br />(D) Not all configurations listed on the Werier Chart are shown on this drawing, however installation Sections "A�A", 'B-6" & Hook Strip Detail
<br />apply to installation of all approved Configurations,
<br />(E) For pocket door Configurations, use closest by-pass door size and configuration in the chart to the finished opening of the pock�et door,
<br />(F) Concrete screw edge distance me,asured from edge of concrete/masonry/blockl to oenterline of concrete screw must meet or exceed 2 1/4'.
<br />Minimum size and embedritent per Parts Ust, See Note (3) regarding deviations,
<br />koi; Wood or tapping screw edger distance measured From edge of wood receiving the polint to centedlne of wood or tapping screw must meet or
<br />exceed 1". Minimum size and embedment per Parts Ust see "a (3) regarding deviations.
<br />(H) All field supplied holes in the frame (If required) will be 31161 in diameter.
<br />ill(1) Wood screw withdrawal values used to generate the Fastening reopurernerts are based on Spruca-Pinil witin a Spall Gravity of 0,50,
<br />See Note (J) regarding deviations.
<br />(3) Any devilarbor, less than the minimum requirements stated must be approved by the marsufacturer or engineered by 'ol Design
<br />Professionalm accordance with the applicable Buildi Code and Product Approval,
<br />3/16" DIA. CONCRETE SCREW WITH SILL:
<br />(K) Where door is installed In an opening with a masonry or concrete sill, use a 3116'diameter concrete screw of sufficient length to achieve
<br />minimum embedment of 1-1/41 into masonry or concrelie. See 'Parts Ull on Shea I of this drawing for Concrete screw size, embedment
<br />and load requireirrilirits. See FLEX20100, Note 7 for additional concrete screw requirements,
<br />(L) See fastener installation chart this sheet for concrete screw quantities and additional installation requirements.
<br />ZL(M) Install one concrete screw in each pair of factory applied Installation holes unless noted otheril on the farsterner installation chart. It is
<br />-ptable to install a 3/16" diameter concrete screw with a 1-1/4" embedment in all holes in the sill which wilt exceed the minimum
<br />requirements of the rastemer Installation Chart.
<br />(N) Alternate Concrete Strew installation fasteners front to back In the sill firamemember when both sets of holes are riot used.
<br />(0) AL, remaining factory applied installation fastener holes In the Sill not used for concrete screw Installation shall be anchored with plastic
<br />anchors (see FLEX20100, Note 8j for details) and # 10 wood screws of suffloent "In to provide min. I" in. embedment into the concrete
<br />or masonry. See "Parts Ust' on Sheet I of this drawing for wood screw size and embedment requirements. See FILEVOIDD, Note 8 for
<br />adclitional wood screw requirements.
<br />#10 WOOD SCREW W/STRUICTURAL TWO BY WOOD BUCK & OMONAL NON-STRUCTURAL ONE BY WOOD BUCK - HEADIIIAMIR
<br />/1\ #10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HEAD, 3AMBS, AND POCKET DOOR HOOK STRrP:
<br />.
<br />� -
<br />?� I� '�'
<br />. pt i�,
<br />�; e �; g
<br />C 'd �q A
<br />P" � � --
<br />A I :2
<br />I � 6
<br />10 ,
<br />2
<br />� � � � I'
<br />I I � I -
<br />110 P a:
<br />�T
<br />2i
<br />1 �q ,r
<br />=
<br />� E � 0
<br />lo .�
<br />.
<br />" ,�: 0 � .
<br />I � 31;
<br />.
<br />IgA,d
<br />�
<br />u . g � T
<br />a " V;,- - E
<br />. I
<br />1 ,- .. I-.- �T -1 ,
<br />. ,, �,
<br />.
<br />," ? � -
<br />I � , . �
<br />. -� . i,
<br />:0.9 0 0
<br />9 I 9 6 �1'
<br />. � �6 ,
<br />22,2,
<br />1
<br />Ili,
<br />-
<br />(P) Where the head, iambs and pocket door hook strip is installed in a maskinry or concrete opening with a combination of Structural two by and
<br />I'll I -
<br />OPTIONAL one by wood bucks or directly in the tvic, by wood buck, use #10 wood screws of sufficient length to achieve 1-.318' mmmum
<br />Daft; 3/02107
<br />embedment Into the two by wood buck and/or framing receiving the point at all factory applied Installation Wes, See 'Parts Usl on Sheet I
<br />flooler NTS
<br />of this drawing for wood screw size and embedment requirements. See PLEX20100, Note 8 for additional wood scmw requirements.
<br />U... By, FUA
<br />Chedked Ill JH
<br />(Q) See fastener installation chart this shed for #10 wood Screw requirements in jambil head arid hook strip-
<br />,L
<br />(R) " used,
<br />(S) Wood Screws shall not be used to fasten assembly Into end grain of wood.
<br />(T) If exact door size is not listed in fastener installation chart, use fastener quantity listed for next larger size, for the appropriate design
<br />pressure required,
<br />(U) Installiabons depicted in d-ese Instructions acceptable for design pressures to 55 PSF for the window sizes shown In the chart. Design
<br />Pressures (D.P.) are positive and negative, Overall window assembly design pressure may be less; then that shown In the fastener quantRy
<br />/11\ table and shalt be determined in accordance with Note 13 of FLEX20100.
<br />il F ,-.,-,I Gial may differ from that tested as allowed try ANSI/AAMAINWWDA 101/1.S. 2, 101il 21NAPS or AAMA/WDMAJCSA
<br />101/1.5. Z/A440 and applicable Building Code. See Note 12 and 13 on Drawing; FLEX Z0100 for filf-ther details
<br />(W) Two by wood and/or framing to be securely fastened to transfer the load to the masonry, cloncrebe or
<br />'
<br />other Structural substrate per the FBC and the engineer of record's detal as applicable.
<br />l See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. Drawing No. FLE)(24112
<br />I Sheet 2 of 2
<br />SHEATHING
<br />-
<br />-BY OTHERS
<br />`2191NIERAL MOM
<br />1 to 15) See General Notes Drawl FLEX2010D, Sheet I & 2,
<br />((A) Milestone Series 1000 Horizontal Sliding Aluminum Window In XO,
<br />.
<br />- FRAME W TH, �
<br />:�
<br />A - A N 'i
<br />SEAL BETWEtIN
<br />WINDOW FIN & 31 OTHERS
<br />,, M (Note 4.1o)
<br />9
<br />OX and XOX configurations are Shown.
<br />I
<br />— �; e �-t g ,
<br />SHEATHING
<br />�,W2
<br />(8) Dravil applicable to Non -Impact Resistant glazed windows.
<br />_ a 16 in IQ
<br />I 6 � C 0
<br />(Note ?xL & ECAD
<br />,-, . W
<br />� �
<br />(C) Production Clearing my differ from that tested as allowed try
<br />1' i- ____ I � -, E �-
<br />.
<br />� -
<br />&D -.1
<br />, I.: 7
<br />��
<br />.1,4
<br />> Z (L.
<br />ANFAIAAMA/NWWDA 1011I.S. 2,14DIII.S. 2/NAFSorAAMAIWDMAICSA
<br />101[IS, 2/A440 and aWrcable Building Code. 5" Note 12 and 13 on
<br />Drawing FLFX 2.0100 for further details,
<br />li Z 6
<br />FRAME I t � I .
<br />V
<br />��
<br />0
<br />.
<br />STUCCORY .
<br />(4
<br />,
<br />HG B B 3 � � �
<br />I
<br />.11
<br />. :
<br />OTHERS — p .
<br />I I I
<br />I . . . . . . . ......
<br />Ir T
<br />�,_
<br />\ ��
<br />(0) For Fastener Locations see Sheet 2 of this drawing, See Note (H)
<br />regarding deviations.
<br />(E) Wood screw and .1 withdrawal vililuesused to generate the
<br />5 - I!, I
<br />I
<br />i I 11
<br />I .
<br />I 1 -3 .
<br />�
<br />/ ,�,��o5�
<br />PERIMETER
<br />I .
<br />... -
<br />SEAL
<br />(F) Wood or tapping screw idge distance measured from edge of wood
<br />— I — -
<br />BY OTHERS --�
<br />(Note R.a
<br />to cantei of wood or tapping screw must meet or exceed 1'.
<br />Minimum size and embedment per Parts Ust See Note (H) regarding
<br />r. �2
<br />11 EVATION - VIEWED FROM EXTERIOR 21:
<br />- `
<br />I
<br />L ?.c.q)
<br />7
<br />SHIM AS REO'D.
<br />(Note 1,10
<br />deviations. §
<br />�
<br />l Nail edge distance measured from edge Of wood to cmiterkne of A PARTS LMT ,;, _. �� �
<br />DISCLAIMER-, � d § -F �� -
<br />I
<br />nail must meet or exceed 9/16' or S ti� Shank Diameter, whichiever
<br />Is larger. Minimum Parts Ust See Note
<br />ril I Heal - Fin Frame
<br />tte" hzill,itim ii,_�,r, W ,rrei,pt
<br />-. � EP 1i t
<br />� I
<br />size and embedment per (H)
<br />2 891 -Fin Frame
<br />ir. ,-rx1,r_�,, - �§ F ,,)
<br />regarding trel
<br />?vR,[;..'�_, 3 Jamb - Fin Frame -W i� V) -
<br />(H) Any deviation less then " minhirriam requirements stated must be
<br />-
<br />o1xAVs`h"""_.e`.WV.*1 4 ;lead . Sash ,% ; -
<br />9 A
<br />approved by the manufacturer or engineered by "other" Design
<br />W ill. IM dew ;,iaevre — � ?..
<br />q-OW - - rii,ii�xlx, P� 5 Sash
<br />I N
<br />Professional in accordance with the spoil Buildl Code and
<br />product Approval.
<br />,sit(- R g:6
<br />as �il by tr,� 2001 Fk�da 1=
<br />a Glazigg Bead a ig �
<br />(1) All field supplied holes in the frame (if required) will be 3/16" in
<br />Will Curl Ol s- UWAA,
<br />� fDC Mi S"m I I a - See Not- (B) and (C) Z
<br />"I I x § I
<br />diameter for #8 wood scram or the shank diameter of the nail rounded
<br />ill ft 20M mCAe;oe,d,,4 8 #8 Plan Head Wood prTap igSwew
<br />_ _plL �
<br />R6116 Ri,,i,x,,1.rd_ ""' , le 2i I
<br />up to the Ill Standard designation dill bit Sale.
<br />ftxihvV,_1rW,_Isl.d_ with a minimum embedment of 1' into flip � It
<br />(3) Wood Screws aid Nails RI&I DIgT Die mixed W When tile same
<br />Ill -1 9-- 'ill ro structural wood substrate, See Note (K to L�
<br />wrriA,It�rh, ii vivir,l i,itlii,, .viewill
<br />.
<br />"7
<br />assembly
<br />N) and Detail A on this drawing and Note
<br />irr will Rl ,I
<br />FRAME& BUCK
<br />0 & 8 on Drawing FUEX2Oi00. 8 8 § 1 11
<br />HE JQHT (F,H1, & B.H.)
<br />9 Round Read Deformed Shank Nail with 8 "
<br />I
<br />FRAME WIDTH
<br />minimum 0.11W diameter(liGA) and C, t'
<br />, I I
<br />1
<br />5
<br />I
<br />- BUCK WIDTH, �_ 1/4' MAX,
<br />i I. R.W.) — SHIM SPACE
<br />minimum embedment of 1-7W into the .11
<br />S`11 �ETWFZIN structural wood substrate. Sea Note (O to 1. I , I ,
<br />h I
<br />TWO BY WOOD
<br />��INDOW FIN R) arid Detail A on this drawing and 1 19 a
<br />K,;,\
<br />BY OTHERS — i
<br />I-,
<br />SHEATHING Notes 4.b & 9 on Drawling FLEX201 00. E.- 5 � 5
<br />4?
<br />__k2_)
<br />(Note 4.10
<br />'_�
<br />2.C:A) Centerill1r,c, of
<br />I---
<br />SHIM AS REWD. ------
<br />Fastere Ref-
<br />- INTERIOR
<br />(Note I.b) 4
<br />,?2"
<br />I
<br />----nq FINISH BY
<br />-
<br />PERIMETER
<br />SCAL
<br />///
<br />I OTHERS
<br />I
<br />--Date: 1104107
<br />7 Jilri, i Sl fill
<br />I Drawrin ll R)A
<br />.By OIH FRS
<br /><Note ' ' -\\
<br />& 2�.,il'l
<br />11
<br />1. /
<br />1/4' SHIM I
<br />- -----C::� �SPACE MAX.
<br />EMBEDMENT
<br />REW I Checked Dr. JH
<br />\ 1�nr
<br />) Robert X Z;!Z P.E.
<br />I
<br />. I I
<br />., I
<br />— _�l ., �.,
<br />I
<br />9 8 . : � I I � , 11 ..
<br />I ..
<br />"i'U
<br />I ,
<br />___ � -
<br />--- I - _. _. � �
<br />I .
<br />. . : . I I � � ..
<br />.�.. rr , I
<br />__T11__._,__
<br />� ------- SHIM AS REQ'R - - t 11111 .. �� .,.- 11 . . :. ''
<br />(Note lib)
<br />.
<br />— __ FL License No. 49752
<br />r
<br />I �� AM48
<br />i ... "......"!%
<br />I I - .. �
<br />11
<br />". .
<br />STUCCO BY__ ... I
<br />,
<br />_____
<br />/
<br />1.
<br />I I
<br />OTHERS . .
<br />I .
<br />I
<br />-
<br />-. �
<br />PER-IMETER
<br />L'
<br />.
<br />Fin - � .
<br />SEAL BETWEEN
<br />WINDOW FIN
<br />& SHEATHING
<br />�evj�
<br />i
<br />01 SEAL
<br />By L
<br />" THERS
<br />i ZSHEATHING
<br />Dimpled Area on I . I
<br />DETAiL A Attachment Fin I ".. ,., .7 .
<br />(Note 2.o SHEAllil G_
<br />L P, 0 TWO By WOOD
<br />' 2
<br />(Note 2,o
<br />& 2.c.il) I BY OTHERS
<br />, � .
<br />Wood Screw or Noll Head must be ........ .,*
<br />& 2 C,l) BY OTHE S
<br />u � BY OTHERS
<br />3
<br />J
<br />:n full contact with Attachment Fin. Iii.il
<br />(Note 41)
<br />STUCCO OR
<br />Centerlirie of fositene, shall bie � _7
<br />BY
<br />,SIDING 6 9
<br />SECTION B-8 OTHERS
<br />approximately 9/32" from edge of Mewing No. FLEX25120
<br />1
<br />I
<br />Attachment Fin. I Sheet I of 2
<br />1
<br />.
<br />swomll, RMMM
<br />RE M = w
<br />Rn m .... DANSCO
<br />0 N il ENGINEERING, LLC
<br />P.O. BOX 3400
<br />Apollo Beach, Flodda 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />a
<br />C:I
<br />CD
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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 VALID FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED -
<br />SIGNED AND SEALED FOR THE STRUCrURAL PORTION
<br />OF THIS DRAWING ONLY.
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, ULC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />I
<br />VERSION NO.
<br />SHEET TITLE:
<br />FLORIDA EXTRUDERS
<br />WINDOWS
<br />SHEET INFORMATION:
<br />JOB NO.:
<br />DATE ISSUED: 09.04.07
<br />DRAWN BY: DZ
<br />REVIEWED BY: TH
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