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af
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<br />0
<br />_0
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<br />;F
<br />E2
<br />W
<br />10
<br />2
<br />LIJ
<br />_J
<br />LL
<br />SHIM AS RE'r'l)
<br />PARTS LIST TWO BY WOOD BUCK OR .
<br />9,_1 '�
<br />(Note 1-r) --------7
<br />1 t�,��- Flange Frame FRAMING BY OTHERS (Note
<br />433 & W)
<br />� -
<br />,
<br />O
<br />I
<br />I D
<br />/ "
<br />2 Sill - Flange Frame
<br />-
<br />3 Jamb - Flange Frame
<br />, - 'd , E
<br />\ 'A., a.
<br />N / g VA -
<br />�_ & SHEATHING
<br />`
<br />4 q�_a� - Panel
<br />-1, ,,-,
<br />\
<br />\ �Note 2,a & 2A.111)
<br />/
<br />TWO BY WOOD
<br />/
<br />5 �59Parlel
<br />6 Z�ak Shle - Panel
<br />1--6
<br />12 a 'k Z
<br />-8 I *
<br />SEAL BE-fWEE:N 2 - i 6
<br />\
<br />O
<br />7 interlock - Panel
<br />V .
<br />HOOK STRIP & B
<br />� 2 � 5
<br />-WOOD
<br />SHEAtHIN6 ,
<br />B I
<br />,F (Note 4.1a s. W)
<br />\/
<br />8 Hook Strip I
<br />(- FASTENERS SH.'IWN I BUCK s
<br />9 Glazing - See Nate (B) and (V) -1 SAME PLANE FOR lu I T 1 .
<br />(Note 2,a & 2 All ,I
<br />X,
<br />I\
<br />�
<br />I
<br />--- - I/A, MAX.
<br />� - -
<br />10 &116"Dia� Flat Head Concrete Screw withmirimurn CLARITY
<br />load in 180 lbsat 1-1/4"sintedment STRIP ANCHOR
<br />'CHID
<br />ONLY HQCK
<br />HO�_E .= . 2;
<br />S ;;
<br />� �
<br />walking shmarcif
<br />� , I E is "I ill-l'
<br />See Note (K) on th drawing and Note 7 on Drawing PuS lit
<br />\ /,\
<br />\1 I
<br />�/ T�'
<br />P.- APART ON - I I - I 1/81 MIN. � 'r
<br />, , , t
<br />� ri,ely�rlc 1� I W
<br />tl�Allr'11�111 �T �',
<br />.
<br />,\
<br />I
<br />� I- i
<br />_71
<br />�
<br />_�_ J:1 _�
<br />FLE)*0100,
<br />I I Pi LALood or T@,ppjnq Screw with a minimum Typ.
<br />embedment of 1,118' into two by frarning, See Note (P)
<br />.
<br />1 1 * , -i-,
<br />9 ,S 8 . 8 I
<br />,
<br />// � -
<br />/
<br />I
<br />I i k I
<br />on this drawing and Not- 8 on Drawing FLEX20100. � - - 1 . g g ..
<br />A%
<br />(D
<br />111
<br />:.
<br />.
<br />- .-
<br />. i 1-1/8, MIN�
<br />12 #8 Wood or Tapeing Screw with Plastic Inserts (Note 8.i
<br />on FLBX20100) eta rinminnum, embedment o1`718"into
<br />_m_.__-�>
<br />7/6' MAX, - � � ,-, .V
<br />11 \ - k��L� - ,
<br />§ 'o, i
<br />,�
<br />STUCCO I
<br />� r ,
<br />�
<br />the See Note this drawing Nate
<br />— — % ti .-
<br />-
<br />-1
<br />OR SIDING
<br />�
<br />r�11�
<br />concrete sill, (0) art and
<br />8 on Drawing FLEX20100. 9
<br />" S - as
<br />� � 5 v,,a� �N.
<br />-jdw -
<br />i
<br />�111 t �
<br />-5 ,
<br />__1 . 2 3,
<br />-
<br />; 4
<br />(�J
<br />,
<br />. L 10,
<br />�G ,/`t 2
<br />I BY CIHERS
<br />,
<br />21
<br />PER[METER j
<br />I
<br />OTHERS
<br />(Note 2.a
<br />�
<br />i
<br />-
<br />.. pt S .,
<br />-1, _� . ,
<br />.
<br />HOOK STRTP g � ��.R �
<br />.6
<br />7 - 9
<br />& _-1 .d.iii)
<br />I
<br />A -7 D LE I -A 11-
<br />� ,
<br />S�G.D, WIDTH ----� �-- 1/4' MAX. SHIM SPACE
<br />1-1/9 MIN,
<br />9
<br />I I I
<br />I A& I
<br />- I
<br />f_.
<br />i I SIGID�
<br />I HEIGHT
<br />I
<br />I i
<br />1
<br />.
<br />Q
<br />TWO BY WOOD
<br />\-, \
<br />,
<br />g -3,
<br />I i
<br />// r -I " -_ � I -_ -_
<br />////,
<br />I
<br />14)
<br />/
<br />� 5
<br />9
<br />I EIRR
<br />I
<br />I SEALANT
<br />,Il- (Note 4-b &
<br />N
<br />/ B B - -1
<br />('��\
<br />�
<br />i REQUIRED
<br />P (Note 2,Q
<br />A '
<br />P_
<br />I .7.17
<br />I
<br />.1 . . I I 9 "
<br />�
<br />911
<br />I
<br />I & ill)
<br />- � SHIM AS REQ'D.
<br />-
<br />4
<br />� - ___J
<br />-
<br />ol
<br />- I I
<br />IT—]
<br />SHIM AS
<br />'
<br />7
<br />(Note 1,c)
<br />E L
<br />EXT DaW 3j`02/07
<br />REQ'D
<br />(Not __\1
<br />I
<br />�
<br />2 PANEL DOOR SHOWN Scillirr "ITS
<br />Orwwr, Rr� FUA
<br />(SEE NOTES (C), 0) & (E))
<br />c)
<br />1
<br />"i.
<br />i
<br />1
<br />.1 fill
<br />Checited By. JH
<br />1
<br />1/4' -
<br />MAX ' �
<br />I I r
<br />- ----I 111__�
<br />____ 0
<br />�_ QJU
<br />I 0
<br />Robert J Amoi
<br />FL License No, 497S2
<br />SHIM SP IL
<br />112"a
<br />L1 I
<br />I;
<br />DISCLAIMEP: The purpose of this
<br />_____
<br />t, � � I
<br />I I
<br />/�
<br />., , 9)
<br />, t
<br />1 SEAL BETWEEN
<br />- O
<br />& SHEATHING
<br />Institution drawing is to present the 4A&fFt
<br />manufaicturer's recommendations for - ...,.........4.
<br />. . , 4.""�
<br />,
<br />--- �
<br />(Note 2'a & 2ol.IlD
<br />screws and tapping screws] to achieve the �
<br />-. 1
<br />4 �
<br />-
<br />� ,
<br />,
<br />;�MBEDMFNT
<br />.
<br />\
<br />design pressure specified on the " 'I
<br />t
<br />. a �
<br />Fenestration product a required by ft �
<br />2001 Florida Bulding Code (FBC)? Section
<br />12 / /�
<br />1-114' MIN,
<br />I
<br />PERIMETER " SHE AT HJNG
<br />1707.4.4, 2054 FSOBuilding, Section
<br />aid the 2004 FIBC-Resklential,
<br />-(DO
<br />OTHERS
<br />.1714.5.4
<br />1. I
<br />Section R613.6. Recommendations ., 1.10
<br />LIBERALLY APPLY SEA T ____/
<br />-
<br />'Note
<br />� OE
<br />Z STUCCO
<br />P,Q & 2.d.fli) __ OR SIDING
<br />ii. flia"
<br />regard[ 9 flashing, meeting, sealants or "I * ,
<br />.,nat sealant prx,tices does not . - "..".., I
<br />U OER SILL OR SEET S I IN
<br />BE d.iii).
<br />NO OF i�QNCRETE (Not. .
<br />- AR OPENING
<br />_B BY OTHERS
<br />SEC] ION B
<br />I
<br />constitute a warranty either expressed or
<br />Drawing No,. Fl 4111
<br />SHIM AS REQUIRED (Note 1.c).
<br />1
<br />R
<br />implied.
<br />Shoot I of 2
<br />I . I------- Fastener Installation Chart GENERAL NOTES
<br />,
<br />A
<br />13
<br />1\\ , � -
<br />s
<br />PZ -�
<br />1 81-ow. c-fig-ij- W.kh H.ipht [Ho.k
<br />� J.mb Hoad Sol (I to 15) See General Notes Drawing FLEX20100, Sheet I & 2.
<br />i I
<br />!- g S
<br />I taas.Cis
<br />In 8 WS1 J!!., a writ , l 1140.11W51 (A) Milestone Series 1000 Sliding Glass Door is shown. Also applicable to Milestone Series 2000 Sliding Glass Door.
<br />� --- -- --s-----
<br />i -� �,; I
<br />�068 8
<br />� _2V_Q�� ��. 1-6486 - ---- - �9__._]__ _i, ___ __�__ � - - � (Poi ,
<br />_j� ------- _
<br />(8) Drawing applicable to Non -Impact Resistant Sliding Glass Doors glazed with 3/16" fully tempered glass. See " CV),
<br />. ID68 XX, CX. X0 so 6 -1 �Do) 1 6 Li�
<br />-
<br />� - n
<br />P" �-
<br />I ,�
<br />. __
<br />� 6008 XX. OX. XO 72 . all i 5 B 4 1 __ CC) Where 'W' represents moving panel and 'O' represents Fixed panel, approved configurations are as listed on the fastener Installation chart
<br />� e on Sheet 2.
<br />, Rff----
<br />i s- � �&, 9?�A?
<br />1 -
<br />.
<br />1� � I
<br />�
<br />- , -a . ..... I—-
<br />� 10060 _�x cx� Y'o 12�__ _�D_ - Not all configurations listed on the fastener chart are shown on this drawing, however installation sections "A -A", 11-W & Hook Strip Detail
<br />I I
<br />H
<br />I ! 5080 XX.IDX Xc) W lis 3 top, i i 0 %_
<br />___iX_,0x. X0 72 96 - io i a 4 io0i
<br />; 6080 M_ i 10 apply to Installation of all approved configurations.
<br />I ,
<br />81A
<br />� -
<br />I 8080 xx.ox.xo 96 " _r9____A_ ,, 10 � "`�_J_ __ lol___ (E) For pocket door configurations, use closest by-pass door size and Configuration in the chart to the finished opening of the pocket door.
<br />� 10050 x� _bR��ci- -ffo - " -v,--- , --- is 12 81M, 1 it
<br />L
<br />� i f§
<br />;
<br />; 50,00 XX ox xo 60 14 12 1 6 3 (DO) Q (F) Conc, ete screw edge distance measured from edge of concrete/masonry/block to oenterIffe of concrete screw must meet or exceed 2 114".
<br />M 3;
<br />1 17
<br />; - - __ __ I .
<br />� 60,00 �Xx OX X0 72 12C 12 I a 'DO) ,2 Minimum size land embedment per Parts Ust. See Note (3) regarding devations.
<br />- - -.- . - __ -
<br />- 6
<br />e
<br />Z lial 00 XX, Ox, X0 96 120 12 1 1 1 Q21 12 (G) Wood or tapping screw edge distance measured from edge of wood receiving the point to centerilne of wood or tapping screw must meet
<br />lQ �
<br />I
<br />! ices 1 F 0
<br />i ___,a9m___ io9m,li- M__ .-, _ ,s,_ _�,__ _ �_ _, - __ale!�_ -1-1.11- - or exceed I". Minimum stuii and embedrient per Parts Usk. See Note Q) regarding deviations.
<br />: In68 QXO 1145 1;8 80 s ,kLL- 5
<br />I -
<br />. - - ___14 -
<br />15 ___2, _6____
<br />4 068 DXQ 1181 118 as a 16 1�,'Dvf) (H) All field supplied holes in the frame (if required) will be 3/16" in diameter.
<br />� i I 9090 oxo___, 100 - ,I I's "-- - 10 1 7( 1 , !V I -Pirie-Fur with a Specific Gravity of 11%
<br />__ . __ _ (1) Wood screw withdrawal values used to genilrate the fastening requirements are based on Spruce
<br />: 12080 Zi�
<br />-
<br />E6' ,.
<br />I 1. __1
<br />1 _---j?�c�--.�-1-4-51-i's--,1.6.-.-� __.:��__,_..__.__4__._ 1� - ___,19_,__ See Note (3) regarding deviations.
<br />�
<br />§ F A -S .-
<br />15000 OX0 101 Ira 96 it, 1, ,ff
<br />k___ ___ —1 ,_ —IQ
<br />. 901M oXo 109 ,18 In Q , in 7 , 1� (3) Any deviation less than the minimum requilremerfL., stated must be approved by the manuFacturer or engineered by 'other' Design
<br />- __ - - 1� ___ __
<br />; lzoloo '�)x 0 i 12
<br />45 118 ', 20 1 12 Professional in accordance With the appitcalbre Building Code Product Approval.
<br />'N - � . E
<br />,
<br />16 W IX
<br />i 7
<br />. I _ i 11 (Dv� and
<br />I T 9068 Xxx 106 5118 to 8 1 10 6,iD,L 1 8
<br />.,�,
<br />� 0 `!3
<br />-
<br />B
<br />--- --.-- __ -
<br />12068 _s� 1'� _�&92)=_ ___
<br />___��___.14Z�M_jn _ __ __, ,_, _ ___ �, i 0 'noN I
<br />i 150ce XXX 178 5,- 1 �O I il 1 is 12 'y IF ENER INSTALLATION I U
<br />�, ,� .- g;�
<br />_i - - .
<br />- -
<br />�! ,
<br />. -
<br />� 9080 xxx 10 i IQ 6 I'D U 10
<br />xxx_ i
<br />12080 10 14 Ill � 31161 DIA. CONCRETE SCREW WITH SILL:
<br />. v,1, I
<br />0 F �-
<br />. . 6 4
<br />: __ , L_
<br />� 15280 XXX 178 5'a 1 e6 la i 16 14 `Dsl� I 'o
<br />4i E -S
<br />� ,. f
<br />. , �S
<br />� 6 ,
<br />; 0 00 - I 1. 21� 12
<br />I _nx - N-W _'A", .-, 2= . lf)_... � !,(�L _! _ _ __ (K) Where door Is Installed in an opening with a masonry or concrete sill, me a 31115' diameter concrete screw of Sufficient Length to acmeve
<br />142 �20 12 , im 110C I 12 1
<br />. -t� � . .
<br />,� I 0 '. -b
<br />'G,
<br />"_?g- .5'8
<br />,Z oxxo __ 11 9 - 1�8 -80 , ml, minimum embedment of 1-1/4" into masonry or concrete, See "Parts Ust' on Sheet I of this drawing for concrete screw size, embedment
<br />___� ___�,z____T _--a -
<br />1 -� .9
<br />E � I
<br />,I i, �6 � .
<br />: 1206s oxx D 143 &B N 8
<br />. , - - ,
<br />�84 9 (02� 1 and loald requirements- See FLEX20100, Note 7 for additional concrete screw requirements.
<br />I X 71 11;i
<br />. 1506a oxxl� 191 h4l so s 12 04) _ 8 (L) See Fastener Installation chart this sheet for concrete screw quantities and additional installation requirementS.
<br />4 �
<br />S
<br />10080 �9._,_
<br />� 1-1-9mg-I... .1!2__�1, '9a - , ,___ts___,_ _--iR.- _ __A0J,.._ -,. � (M) Install one concrete screw in each pair of factory applied installation holes unless noted otherwize on the fasterner installation chart, It is
<br />i 120so - o"A0, 143 sr 96 .... 10 i 14 1 C. ,w) 10
<br />� -
<br />_____
<br />, 2
<br />I 16080- 0�0 191 518 96 10 is ,5 ins) 10 ZS acceptable to install a, 3/16' diameter concrete screw with a I- 1/4" embedment in all holes in the sill which will exceed the mininnum
<br />1 � loolm oxxo 1 2 2'
<br />1 --------- �- - J� 1L.m- I: n-, - ___A? --- --- 1-1 -.---i? --- requirements of the Fasterner Installation Chart.
<br />120100 143 5f8 120 12 l' 4 .- _A±1L 12
<br />1 1 P_I_
<br />5
<br />I
<br />1 1
<br />_ _0,M0 _ . - __ - _. ---! - . - _4 _ . _
<br />�� .1601W oxxo 16i_ 5A, ik 12 I 18 1 , Q11) 1 � (N) Ahernalle Concrete screw Installation Fasteners front to back In the sill tame member when both sets of holes are not used.
<br />,
<br />. __2S)�X� ...... �!17 r
<br />: lopes 11. 81) . 12 [9) 8 tarning factory applied installation fastener holes In the sill not used for concrete screw installation shall be anchored with plastic
<br />__ 111-11 - � __ _ ZL �__ ..."__ -, (0) Pill Pen
<br />...... __ -,
<br />1�050 XxKX 141 W4
<br />-1 -- -- - -
<br />I
<br />i
<br />6
<br />-
<br />I
<br />1
<br />; W 14 9,(u2) a anchors (see FLEX20100, Note 8J for details) and #8 wood screws of sufficient length to provide min, 7/8" in. emb, editintrithe
<br />xxxx lag 19 80 __ s
<br />16068 j Ta-- 1 ,3
<br />1
<br />; - , (17m) 8 1
<br />� 10060 "XX ---- ii, im N 10 12 8 i I Q ociricnete or masonry. See "Parts Use an Sheet t of this drawing for wood screw size and embedment requirements. See PUBMI00, Note
<br />I
<br />-
<br />1
<br />-
<br />4 �1
<br />—
<br />I -
<br />I 12W 50557-- _____ i __ - -4 - -
<br />. 10 V4 .M__ i0i. - !�_ - - 1 1 - 8 for additional wood screw requirements.
<br />�
<br />i 16flar, - _Xxxx I 16 1 . sa 'O i 11 - '-'.QRI ; 12
<br />i 100100 XYAX 117 ll� IL
<br />I
<br />#8 WOOD SCREW WM SMCTURAL TWO BY WOOD BUCK FOR HEAD, JAMES AND POCKET DOOR 1400K STRIP:
<br />1 114 -.?V if �1 1 IF
<br />Y.x
<br />i I 1r
<br />11�
<br />I �11 ii "�l
<br />Al 1 �
<br />Aft�
<br />-
<br />�� -,
<br />�
<br />Ix �
<br />h, �, �, 10, I I 11
<br />1 ;4 12D � "ps)
<br />- 1 12
<br />Famt... thartallato. Chart Not": (P) Where the head, Jambs arid pocket door, hook strip is installed in a wood opening with a structural two by wood buck andfor framing, use
<br />�9
<br />. i .
<br />, #8 wood screws of sufficient length to achieve 1-1/8" minhinurn embedment Into the two by wood buck antler framing receiving the Point
<br />Z��
<br />in
<br />010bil. 3102107
<br />1) some cases co-rete screws am only reqvirod in one ofth. fact.,yapplied-bulallon hole
<br />sets (i.�. a hole set being " two holes Iyim,g,n a plane perpendicufai to the widti, of the dual at all factory applied installation holes, See 'Parts Le'o,n Sheet I of this drawing for wood screw size and embedment requirements. See
<br />,
<br />frame) In those cases designaii;ld as 'DO' in the Instalet.or. chart, cinc of the notes will receive a FLEX20100, Nlote 8 for addrdonal wood screw requirements,
<br />scow NIS
<br />VNInvin Ely; fOA
<br />Concrete Screw and the remai ring notes will be filled in accordance wth Notes 0 and P. (Q) See fastener installation chart thissheel; for #8 vvood screw requirements in )arl head and hook strip.
<br />2) In same ciiales concrete screws are requiredin both factory applied Installation hole sets. "Of . (R) Not used.
<br />Li�
<br />choduld ar. ill
<br />through `C8' designates in which size & coriliguraCons two concrete screws are required. 7ho
<br />(S) Wood screws shall not be used to fasten assembly into end grain of wood.
<br />remaining holes will be filed in accordance with Notes 0 arid P
<br />.),of, memin, i .fail two concrete samwi; in one sot of installation holes.
<br />Ztt,twc PRESSURE RATXNG CODE COMPLIAN
<br />0`02" means, concrete 4uews in two sets of installation holes, PgNGIN 4 FK
<br />i;) '03' rrearls, insts two concrate screws in thme sets of installation holes,
<br />d)'DA" mears. I"sh" I tov000 eta screws in four sets of installation holes (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 />m) 'DF mea,a. hsttl two =sfe smwe In five sets of installation holes. pressure required,
<br />9 '� Clil"means, ristail two concrete screws in six sets of installation holes. (U) Installations depicted In these instructions acceptable For design pressures be 55 PSF for the window sizes shown In the chart. Design
<br />ti) D7� mmans,;ristali two concrete screws in seven sets of-lallaron holes� Firmures (D.P.) are positive and negative. Overall window assembly design pressure may be I B than that shown In the Fastener
<br />h)'D81 mears. install two concrete screws in eight ads of installation Wis..
<br />3) Location of additional conarefe screws in head & sill shorild be phortzed as follows: qualitity table and shall be determined in accordance with Note 13 of FLEX20100,
<br />a) RW adjacent to Interlock or buff stifes, in head & sill. //I'\ (V) Production Glazing may differ from that tested as allowed by ANSIIAAMAINWWDA 10111.5, 2, 101/l.S, 24NAFS or AAMA,WDMA1CSA
<br />b) Secondly, at each end of head & si: I hear Tam1b comer. if neaded. I.,--- 101/1.$. 2/A440 and appicattle Building Code. See Note 12 and 13 on Drawing FLEX 20100 for Further details.
<br />c) Locations in ,ead & sill .the, then .. fig.. in . & b� CW) Two by wood andjor framing to be securely fastened to transfer the load to the masonry, concrete or
<br />4) Location of additional c—te ,;,�mws in lambs .hipUol be pnor,fted as follows: other,skilictural substrate per the F8C and the engineer of record's details as applicable.
<br />.
<br />a) Finfl, adjac�n t to oc,'�s in famos-
<br />b) Seoohdly� at each end offarnbs Fear head & mill corre. (X) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance. —
<br />FlDrawing NO. FLEK24111
<br />.
<br />1
<br />c) Locations in ilimps other than as listed in a & u.
<br />Sheet 2
<br />5) CS - concrete screw wid WS = wood sarew
<br />1 11, I
<br />��
<br />l
<br />_ 11 ., . I ..
<br />—
<br />2ENCRETE OR SEA[_ BETWEEN DISCLA,IMER: mi, � a it,. o�!mi. *�, , o, ix -at ow
<br />MASCNRY OPENING - MAS'Y. CONCRFFF OR -.O.t�&�-.v,d�L�V.-'�D�,c.�W-�..d� CONCRETE OR I., - -
<br />1\ M NG I I"
<br />BY OTHERS �PPIV��,4�l5�"qr�,!Am�'w(�ahKW7���A� OTHERS (Note 4,&5 �
<br />\ OPENING BY OTHERS a MASONRY OPENING is", ,. - d., _�,P� t_� - BY OTHERS . Pl _1
<br />"" � , "' "" 1.
<br />, <Note 2,a & 2.b.11) By OTHERS _ _ .. r Ed
<br />RUCK BY C-HEIRS- "N.,w b, Vw '00'7 " Q�de (FRQ, SeW�� 1707.4,4,20" — BUCK WIDTH- .. ... .. , -
<br />, 9
<br />(ND4 , ___A Ftlomlld;% -W 1-1/4' MIN, t ,i A . ��
<br />HIM
<br />_\ K - R613f. (P.W�> 1/4' S __1E:MBEDM.CN7 " . ,�, L, V
<br />4�a) 5Ko"1)tq.51"""2`x`F .Re$4""'5W `
<br />I , R—liclas- �.,drg flasi,pa. -1w" as. ,,," Wnt
<br />'t
<br />I iwI&Q,
<br />SFA7 BETWEE\ L� ,� � 1-1/4' MIN, V�_ "_ - 1-ft" " __`m �`ff. K-al � illo*dl SPACE MAX� . 4 A � 1 2
<br />L
<br />I . I SHIM AS REO'D,
<br />WIND�W FLANGE 1 EMBEDMENT 1 (D > .3 - " I
<br />I _�_
<br />. __ - - __ (Note La) I
<br />1, -
<br />� A t - � . I ss �
<br />�
<br />�
<br />.1 I � , i 3 1 3 .0
<br />'Note 2. .. 2X4, 2X6, 2XB WOOD BUCK _ . . I a
<br />li� 2,IoJi) , - 11 �i 7- - --I F 1. - — BY OTHERS ',Note 4b, L aincl S) 8
<br />-_ t-ir I fa
<br />I/4' SHIM V -
<br />__T_ - t ;[ SPACE MAXL__J t 1 16 - fIll I � 1
<br />I 1P
<br />� -_ L 11 t SECTION A (ALTERNATE 72 -
<br />:! I -A
<br />I . -
<br />� __ , � F .
<br />0 I
<br />; — For installation with two b1l ,
<br />: ' ' I
<br />I ; f '41-3/8' - 7 lZ
<br />. STUCCO I I N �MB, 9 wood bucks. .
<br />. . -
<br />_k
<br />� ,
<br />; : ; .
<br />By ; Similar for SecLion E3-B 0
<br />; i t I I
<br />cno� Shown I
<br />/
<br />I
<br />� r .
<br />SHIM _ --I
<br />AS ;�E:C,U
<br />I PERIM1__ i S1,;CCO -, I
<br />I
<br />J
<br />. i (Note - ) - —
<br />� S�'ER a
<br />I? �)
<br />I
<br />I I . 2 § ,.n
<br />I BY OTH�RS SEAL BETWEEN ,
<br />I I - '9
<br />.
<br />�
<br />: (Nicte 2 a WINDOW 7LANGE 11 - g�t
<br />, — -
<br />� , 2. , I I -
<br />I . ., BUCK HEIGHT GENERAL NOTES r A -----� & WOOD BUCK I* . . !J 10-(� fzr�
<br />: " (B.H.) __________,_ I
<br />t 0 (I to IS) $me General Notes Drawing - � " . �
<br />. I , I (Note 2.. & 2,lo I)
<br />i , I � _W'SEAL - .. :
<br />: Q� FLEX201 00, Sheet I & 2. -, PFRIMETF 1 . � 2 9 ; 8 :E
<br />I Milestone Series 1000 Horizontal I �Y N.@ 1�
<br />f I
<br />FRAME HEIGH7 .1 - � (A)
<br />(F.K) S�;din,g Aluminum Window in XO, OX FRAME 0 (Note �o i 10 E
<br />t 9 �g 0
<br />HG7.
<br />7 B 6 — Z: . . =
<br />1 0 and XOX contgumbons, is shown FRAME WID!H — .
<br />� I � (8) Drawing applicable to Non-4ripact T (F. W,) E ,E %
<br />_G� Resistant litifiz.4windows, I / A � SEAL BET WEEN , I -9 A
<br />L
<br />SEAL BETWEEN �`
<br />11
<br />Production Glazing differ from L___=�
<br />I
<br />� Wl"DOW FLANGE (C) may i,11 I ON - -
<br />at�
<br />� that tested as allowed by ______ MAS'Y. OPENING �
<br />I & PRECAST SILL I A -1 ELEVATI
<br />: I 1_@ ANSIJAAMA/NWWDA 101/13, 2, 101,ILS, RIOR B - B BY OTHERS
<br />� W/VULKEM 116 1, VIEW-D FROM �XTE -
<br />I i I
<br />� �
<br />ADHESIVE SEALANT 1 WNAFS or AAWWDMA/CSA 101/1,S. (Note 2c, & 2.o.11) 't,
<br />. �
<br />: OR APPROVED EOL. 11 __ INTER113R VAW arid applicable, Suilding Code. FASTENER INSTALLATION INSMUCnONS- FILEX25110 -_ T114UED ON SHEET 2 -�
<br />: (N.t� 2.b.)) � FINISH BY
<br />f Mf
<br />: See Note 12 and 13 on Drawing FLEX �
<br />I 20100 for further diatats- 3116- OIJL CONCRETE SCREW WrTN NON-STRUCTURAL ONE BY WOOD BILIC & I
<br />i `7�_' i , , OTHERS III: IL X.
<br />L /
<br />___ , _ �
<br />: � I CD) For Fastener Quantities sea Sheet 2 fe) �;
<br />I �, (1) Where window is installed in an opening with a non-sm licral one by wood buck Fix the, head and
<br />I rdirg
<br />; V Iq of this drawing. Sea Note (H) rega
<br />1 & 0 01
<br />"
<br />I
<br />1 1 jambs; and masom or concrete sill, instillation is as fiollows�
<br />q deviations.
<br />--I---
<br />__'�4 I (E) Concrete screw edge distance At the head arid Iambs, use a 3/16' diameter concrete screw of sufficient length to adneve
<br />19 IQ mininnuill lambledmerit of 1-1/4� intor masonry or cona,ete. See �Parts Usr on this drawing for M I`
<br />1�7 S7 I � . 14 L measured from edge of concrete screw size, embedment and load requirements, Sw FLE,00100, Note 7 for additional
<br />H
<br />�
<br />I I concretalmasonryiblock to ounterfins of concrete screw requilremern. d - -
<br />1Q, q Iq .
<br />concrete screw must meet or exceed 2 - At the sill, apply a Structural Adhesive Sealant for the full length af the Sill meeting the
<br />,;3 � ,J ,
<br />"i 12 IW� Minimum size arid embedryienit per requirements of Note Z.b.1 on FLEX20100.
<br />1� I IQ 1� 11 Date: Ill 141ow
<br />I Pans List. See Note (H) regarding (3) See fastener quantity table on sheet 2 for concrete screw quantities and additional Installation Saido: INTS
<br />.
<br />I SIU by c-thers, � Z�,� (ev"awns. requiremorts. Dienmr, Dr. RJA
<br />Precast Chadmid By: 3H
<br />PER -METER SEAL 3Y
<br />e (F) Wood or tapping sars. edge M Horizontal Sliding XO-OX and XOX configurations are fabricated with the requilred number of Wes
<br />_I
<br />OTHERS (N late 2.a &, 2.c.li) ConFigvi-ations m.y �ary. -
<br />distance measured from edge of wood for installations. All factory applied installation fastener holes in the head and lambs will be Filled with RObeft.l. so, P E.
<br />Amore '
<br />to centedine of wood or tapping wow concrete screws in accordance with note (1) above. FLL lce.S, No. 49752
<br />PARTS LIST must meet orexceed V Minilluji . ze #10 WOOD SCRlW1 WrrH STRUCITURAL TWO BY WOOD 1111LICK (See $*Won A-X Alternate
<br />I Head Plunge Frame and embedment per Parts Ust See on Sheet 1. Shaller for Section ")-. � ... '.. E8 �.,
<br />2 .SlI[ - Flange Frame le (H) regarding deviations. A -,. 1
<br />I-
<br />3 jamb - Flange Frame (G) Not Used (L) Where window is installed in an opening with a structural two by wood buck fbr the head and
<br />4 jjR - Sash (H) Any dev7stion less than the minimum jamus and a masomy or cowete 01, installation Is as fiallows: ; .
<br />Sill Sash requirements stalsol must be approved - At the head and jamos, screws of sufficis length to achieve 1-3/8" min.
<br />5 - Lr,e,I.W wood
<br />by the by into two by buck- See "Parts List' this drawing for : - 1
<br />6 51�inq Bead manufactumir or erquashild embedment the ve�od an wood screw size
<br />"other" Design Professional in and embedmerrL See FLEX20100, Note 8 for additional wood screw requirements. .�
<br />7 Glazing - See Note (8) arid (C) - . ./ .
<br />8 3/16" Ore. Flat Head Concrete Screw with minimurnworking kladinshealraf accordance with the applicable building - At the sill, apply a Structural Adhesive Sealant for the full length of the SRI meeting the .. -
<br />....... .�
<br />IaO has at 1 1/4' ornbodment, See Note if) on this drawing and Note 7 on Code and Pr;xluct Approval. requirements of Note 2.b.i an PLEX20100. t ".
<br />(M) See fastener quantity table this sheet for wood screw quantities ard additional installation 11 I
<br />A
<br />Drawing FLFX?O1OD requirements, ..... .-'�
<br />9 AlO Flat Head Wood or Tappina Screw with a minimum embedment of 1,3t8' (N) Horizontal Sliding XO-OX and XOX configurations are falorcaw wilir the required "uhro"'o'ho"s
<br />'
<br />into "Structural Two By Bluck or Framing'. SeeNote (L) on this drawing and for installations, All factory applied installation fastener holes in the head and jambs will be filled with NO. FLEX25110
<br />Frawling
<br />Note 8 on Drawing FLEY201DO. #LIO Wood screws in accordance with note (L) above.
<br />Sheet 1 of 2
<br />I
<br />I (0) Wood screws shall not be used to fasten assembly Into the end grain of wood.
<br />—
<br />SEAL BETWEEN
<br />PARTS UST TWO BY WOOD BUCK OR J
<br />CONC R E T E 0 ' iz -�
<br />10
<br />I Head - Flange Frame F S (Note 4.1o)
<br />J5
<br />"AS' R P g
<br />Y ONING
<br />0 I
<br />MAS'Y OPENING
<br />_'l
<br />OH
<br />2 Sill - Flange Frame
<br />. "" r ,��
<br />By T H _
<br />F IRS
<br />BY OTHERS Z so ��; g
<br /><Note 2,a 11)
<br />& 2�4;17
<br />'1:A NS,RETE OR
<br />' S IR, ONE BY WOOD
<br />3 3imb - Flange Frame
<br />- -
<br />4 v,
<br />. Ls � P
<br />. OPENING O
<br />F-
<br />4 ��iad - Panel
<br />—
<br />i 0
<br />SEAL BETWEEN
<br />O
<br />I (Note 4.o & J)
<br />5 sill - Panel
<br />4 ,� 1 4
<br />B E T W EEN
<br />SEAL E E J �
<br />-
<br />SHIM AS
<br />6 Cock Bills - Panel
<br />�
<br />T R 8 6
<br />HOOK STRIP &
<br />H313K S IF
<br />\
<br />& WOOD BUCK
<br />'Note 2.cL 9, 2.cIA)
<br />I
<br />REQ'D I
<br />w
<br />-
<br />7 Interlock , Pane)
<br />. . 9 I
<br />W130 D K 9 9 49
<br />W130D BUCK
<br />B U C
<br />i
<br />.
<br />PERIMETER
<br />I
<br />(Note I
<br />I,c)
<br />,� <
<br />< o
<br />X 0
<br />. -9
<br />8 Hook Strip (a FASTENERS SHOWN , - I
<br />N . a d & '
<br />ot,
<br />IN SAME PLANE FOR 4 �Note ad & 2 cili"D R
<br />IM
<br />9 Glazing - See Note (B) and (V) I it I
<br />_ V
<br />I ! 1 1/4' MIN��
<br />. X
<br />CLARITY ONLY. HOC.K
<br />10 3116' Dia, Rat Head Concrete Screw with mininnum STRIP ANCHOR HOLES
<br />. I
<br />1.
<br />OTHERS
<br />(Note 2,a
<br />EM � > -
<br />�'_
<br />.w. L6
<br />rldmg load in shear of i 80 [be at 1 114" embedment 1 1/8' MIN,
<br />SPACED R' APART ON - / 1 %
<br />-
<br />'5 i
<br />- - —
<br />�_�
<br />�
<br />Z!_\ See Note (K) on this drawing and NOW 7 on Drawing OPPOSITE PLAN
<br />ES> '`��
<br />i
<br />& 2A.10
<br />I
<br />FLEX201 00,
<br />,
<br />I
<br />�, " , < -
<br />11 .
<br />if #8 or TappInQ Screw with a minimum Typ,
<br />(3
<br />I . � 5 - ,
<br />-8
<br />i-
<br />STUCCO _�
<br />embedment of 11-118'Into the two by framing. See
<br />< �_'- Q J -
<br />. ik
<br />1 1
<br />E
<br />P
<br />f
<br />Note (0) on "a drawing and Note 8 on Drawing -
<br />8
<br />(D
<br />- ,
<br />� R 1c,
<br />SHIM AS
<br />FLEX201 00� "I,
<br />/8, M
<br />7/8* MAX, ,:Fc �R - v
<br />HEL411)
<br />Note
<br />11�0 �
<br />12 #8 Wood or TReping §SM with Plastic Inserts (Note %
<br />a.) on FLEX201 00) at a minarturn embedment of 718" ()
<br />into the (�
<br />_ _ _ ... " Q �--
<br />I L_J - -
<br />§ -. .- 8.
<br />4 T - I 4;, n
<br />13
<br />1
<br />concrete mill. See Note (P) on this dfavving
<br />5 iii th P
<br />0 1cm
<br />I
<br />- I
<br />and Nate 8 on Drawing FLEX20100,
<br />STUCCD/SHEA7HING . .o �;
<br />,"
<br />e I :
<br />1 ;
<br />13 #6 Wood or Tappft Screw with a minimum
<br />-
<br />O � E ,, .
<br />'
<br />? f��
<br />!
<br />embedment of 5V into the 'One By Wood Buc*'-
<br />2 E
<br />4 i i
<br />i
<br />See Note (0) on this drawing and Note 8 on Drawing
<br />T
<br />HOOK STRIP M -. 'f -"
<br />i
<br />"*\�
<br />FLEX201 00,
<br />(D CE N
<br />i ;
<br />__ I!
<br />DFTAIL
<br />I
<br />SECTION A -A
<br />I
<br />A - .
<br />I
<br />i
<br />— �1/41 MAX. SHIM SPACE
<br />7 -& 1
<br />,
<br />S.G.D,
<br />- 1 1/4' MIN.
<br />h 1
<br />;
<br />HEIGHT
<br />I
<br />I
<br />EMBEDMENT
<br />. .% ONE BY WOOD
<br />-
<br />I
<br />I I
<br />/// // V--i 0
<br />� Z (Note 4, & J)
<br />SEN ING �
<br />5 R , EQUIRED i I
<br />13
<br />� " E
<br />B B I
<br />(No-e 2.o �
<br />I
<br />I L�
<br />,
<br />t
<br />& 210i'lli) i
<br />MAS'Y. OPENING
<br />3 1
<br />—
<br />�
<br />I _J 2
<br />SHIM AS
<br />i i
<br />i
<br />/
<br />(Note, 2,a & 2.clifl)
<br />I
<br />1
<br />EXTERIOR ELEVATIE]
<br />REQ'D
<br />i
<br />� 1
<br />I SHIM AS REQ'D.
<br />2 PANEL DOOR SHOWN Scalm NIS
<br />-
<br />(Note i 9
<br />:
<br /> -_ 1.c)
<br />',SEE NOTES �C>, (D) & (E)) I Drawn or RJA
<br />l,c) ,
<br />�
<br />_� 1�4' MAX
<br />SHIM SPACE \
<br />� � ?
<br />1
<br />__ I _J
<br />I eel 4
<br />10
<br />- SEAL BETWEEN
<br />4
<br />Robert 3. Amoroso, P It.
<br />DISCLAIMER: The purpose of this R. Ucense No. 49752"
<br />Installation drawing Is to present the
<br />11
<br />manufacturers recommer-dall" for Aue'llf
<br />......
<br />v t .
<br />4 .
<br />- A A
<br />4 /
<br />�
<br />,
<br />p
<br />_�� WOOD BUCK
<br />PERIMETER (N)te 2 , a, & 2.ol,W)
<br />SEAL 11
<br />BY
<br />OTHERS '11\
<br />E OR
<br />anchorage [Le., concrete screws, wood .,..� � 1
<br />to -drievethe . . +0 1.
<br />screws, and tapping .screws] ; V_111"#,_
<br />chisigh Premium specifieu on dhe feriestration . 1
<br />Product as required by the 20011filorda ,..% " I
<br />Building Code (FIBC), Section 1707.4.4,2004 , .
<br />, 0 :
<br />EMB
<br />1 / 1-114- MIN,
<br />��
<br />(Note 2d, & 2.dJlD -_ MASONRY OPENING
<br />OTHERS
<br />--"- SLG.D, WID TH ,_��
<br />FOC-Buiding, Secbon 1714,5.4 and the 2004
<br />FIK-likesidentl4k, Section R6116.
<br />-,�
<br />/
<br />�
<br />STUCCO
<br />Recommerxiattioris regarding fleshing, . .
<br />, ,
<br />U0
<br />seeing, sealants or other joint sulart . "
<br />JOERAI_LY APPLY SEALANT
<br />JNDER SILL OR SET SILL 11 ___J
<br />E
<br />L
<br />B--P
<br />practicei doeinot auristhile a warrililty "A' ..
<br />7 "A
<br />alther expressed or implied. "I I
<br />*_ - ... -1,_ - __
<br />5eC OF CONCRETE (Note . .W).
<br />MAS014RY OPENING
<br />,-SECTION
<br />Drawing No. FLEX24110
<br />.
<br />SHIM AS REQUIRED (N.ts 1.c).
<br />I Sheet 1 2 1
<br />1
<br />.
<br /> -- -------- _.-_-__,.__ '-"-- _'__'______'_ GENERAL NOTES
<br />Fastener firestallatio
<br />A
<br />J
<br />A -
<br />St.. I Rogivi,od Q-titlie; ofF,itsion.eir
<br />Hook Selo (1 to 15) See General Notes Drawing FLEX20100, Sheet I & 2.
<br />34.C.d. c-niflauraft I
<br />H din all
<br />2. � X
<br />wift H.0j, I 44.4, I
<br />I Off I " ma�cs) 1 (W.. a V41 (A) Milestone Series 1000 Sliding Glass Door Is shown. Also applicable to Milestone Series 2000 Sliding Glass Door.
<br />, W7 a
<br />A (0) Drawing applicable to Non -Impact Resistant Sliding Glass Doors 3116'fuffy tempered See Note (V).
<br />t G! '. A
<br />- ,I
<br />r_�,:_ XX.OX,XO ��fi ,N_ 4 LDO) 5 (00) 3(05) 1 a glazedvifth glass.
<br />R____W�t_I____Mj___ (C) Where 'W napreserilks movft and "C' represents Fixed penal, approved corifIgFuralkirmare as Usted on the fastener Instaliallitin chart on
<br />I �
<br />im" I q
<br />llms��m19___ __�Ut291__L_,__s_._ parailt
<br />I .. L'XWx QX1xQd.?2_.____ _ftl�__ _!�Icfll_ - mim___ Sheet 2.
<br />I 1-116M, 4___aR___
<br />03 , i
<br />I
<br />, ox, X0 fre
<br />i Ac6m _ arr 4 (P 0) 6400) - (D) Not all configurations listed on the fastener chart are shown on this drawing, however installation sectlonis "A -A", 'M" & Hook Strip Detail
<br />I 10008 IXX.OX.XO 120 80 . (DO) r(ph, 7 (DI) , a
<br />I 5080 xx. Ox. X0 so 98 Sim 3 too) 3 (DO) � 10 apply W Installation of all approved confIguraWns.
<br />.6
<br />6
<br />.
<br />i is ;9
<br />1
<br />I6CW XX,OX.XO 72 96 5 (DO) 4fPG) � 4 (DOI ! 10
<br />I 8cao ..M,�R)C-�O_ _M__ �2�______itqptf -_ --- �fc_ol I 12D f 10 - (E) For pocket door configurations, use closest by-pass door size and configuration in the chart to the finished opening of the pocket door.
<br />I— - (F) Concrete screw edge distance measured from edge of conaete/rnasonrylblock to ceriterline of concrete screw must meet or exceed 2 1/4',
<br />.l!i
<br />A - I
<br />1 'A i -
<br />1 10080 1 xx,ox.xo m 90 511DO) 1 8(t)2F 8 (02i-7-1 0
<br />I __�n�..QX12�1�1 j9--_-.12�L_ __�& Minimum size and embedment pe, Parts Ust. See Note (1) regarding deviations.
<br />-10,00 221-- --.�LE�-0),-�-�-lff,)2��-,4-.,-I-L-.-
<br />10100 _m qx,?R .r4,___A.?R__ _.?_(0_1_1_ _!UPP�_ �_!_(?2),_!__U__ (6) Wood or tapping screw edge ciletance measured from edge of wood receiving the point to ocribeerline of wood or tapping screw friust mod or
<br />A �
<br />. R �
<br />, I
<br />- x1ax , Qqi� ,
<br />�. __Ml�_ _�� _1Aq_9_e___.1_2_0__ _10L_,._�L _j__jJ?q1___R___ exceed V, Minimum size and embedment per Parts Ust. See Note (1) regarding deviation$.
<br />9068 OX0 109 Ve 90 A (oij) 6ilicl) � 6 On ` a-
<br />; 1?068 c1xo 145 118 80 " , 1 a (H) All field supplied holes in the frame (if required) will be 3/16' in diameter.
<br />.
<br />I
<br />� . 1500 0%o 181 ift; so -4F.91 __ I M, ! 451.1 I s (1) Any deviation Less than the mi.-ftiarn requirements Stated must be approved by the manufacturer or engineered by "other' Desilin Professional
<br />l=- 4080 Oxo log 118 96 5 am) 7 Q2) 1 7 (P2) i it, In accordance with the applicable Building Code and Product Approval.
<br />E � L, .
<br />'F;
<br />§
<br />I
<br />i 120af) OX0 145 1.18 96 5 (DOI io(031 i 10(D3 10
<br />; .. 152N - - - W __ 181 I's _�___ _5201- _!�.E__T_ 14, 6 --10--
<br />2 A g
<br />I I . 1. �,
<br />-'d 8:*
<br />1 solco ___S!xo �oq 'M 120 R (D2) 7 (D2f i 7 (D2) 12 FASTENER INSTALLATION INSTRUCTIONS - FL"24110
<br />Z .
<br />U
<br />... . ....... � ----- -----
<br />120100 I QxQ 446 118 120 8(02) 1l(D4J ' lt,04) 1 12
<br />,_ i!;_.
<br />F I
<br />. - I - - ___ -
<br />1 90(jo I.-.1m-1-- 'W_Pi3,.A0__ - - ____1qQT__._ -6 �T11_,_L,_6P.,1) .... li---jl--,- 3/16- DIA. CONCRErE SCREW WrrH SILL AND NON-STRUCTURAIL ONE BY WOOD BUCK ON HEAD AND JAMBS:-
<br />.
<br />. . 6 E,�.
<br />--.:a 0
<br />i 12068 _4�
<br />1 15068 __._NX_&_ Aig-2b- Aq_.- _�Sul__ __jLV?)__1__i1i4R�2) ___L____
<br />Xxx 171i, 618 so 4 (o)) 12�04) if 1�(04) 1 a
<br />Z
<br />'a �� -j 0
<br />. .
<br />kc(;
<br />-
<br />i- iioao X)cK 1W _W -9t, - - - _&0I - - - - 5 23j-, - L_ i _01- _'. - I a - (3) Nail attachment of norl-structural one by buck per Note 4.a.11.2 on Drawing FLEX20100.
<br />tzriao -, __T>5�- T42 &A 96 5") T� (031 t 1 D (0?) I 10 (K) Where door is installed In an opening with a non-structural one by wood buck for the head and Jamb; and a masonry or concrete sill, use a
<br />2�
<br />L% _� , 0 5.
<br />§ ..
<br />�'. xx>f 178 a's as
<br />_� — 5 (c,o) 10
<br />Llffal i 241 3116"diametei corKrelle sam of sufficient terto to achieve minimum embedment of 1-114"into masonry or concrete. See"Parts Ust' on
<br />i 7z
<br />1. ,
<br />`.
<br />'H
<br />so. X. 106 " 120 8(1)2)
<br />I - I I I
<br />I - Sheet 1 of this drawing for concrete screw size, embedment and lead requirements. See FLEK20100, Note 7 for additional concrete screw
<br />i 12100 XXX 142 6R 120 0(02) I I i t I I t0vl) 1 12 _
<br />-9 I
<br />2 1 ,5,'a .
<br />. . .
<br />80. ; a requirements,
<br />10068 __0XX0 __ 119 618 __ 41DOL- _ aC)IL_L_7 01)
<br />L ______.__
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<br />5%
<br />3 0 1
<br />. In
<br />12068 __.�n��Xa__.IS_�YL,R___.,___��AaO)_,_. - ... i 9C92) 8 ____ M See fastener installation chart this sheet for concreue screw quantities and additional Installation requirements,
<br />- -6-
<br />M �E
<br />16068 I oxxo 491 f5fli 80 4 M01 3 iO4) IS 541-1-
<br />C T
<br />.. I (I Install one ccricrete screw In each pair of Factory applied installation holes Lnless noted othervill on the llestemer installation chart It Is
<br />10080 D2 1F- A )
<br />-
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<br />I _
<br />__9;a2L__ 'i�12-�A-B-.iP,§----,-jA--I--�.--§�.'CD-��---i--�
<br />a
<br />2080 1 D (E) L cceptahe to Install a 3116" diameter concrete screw with a 1-1/4" embedment in ail holes In the head, sill mid Jambs which will exceed the
<br />—
<br />,E
<br />15�2_11�__§�_ _29L_1__ ___�i:__1__ _19-t-2 _L-1ze�L _____10,__
<br />N OXXO 191 518 I K 5 (00) 15(06) 1 1506) 1 10 i minimum requirements of the Fasterner linstaliattion Chart
<br />t
<br />1
<br />=) a (m) 1 a (cm ! 12 1 (N) Alternate concrete screw installation fasteners front to back in all frame members when both sets of holes are not used-
<br />'
<br />'r'0'1'0'p ,ig"I '110 '824
<br />.5
<br />Z
<br />9
<br />120100 _ OXXO _ 143 " 120 B(Wi I I M4? I t i Z .
<br />-
<br />� I 1110 Z"a 17 Lost 1 17 (0a) 12 (0) All remaining factory applied installation fastener holes in the head and jamb(s) not used for concrete screw hstallation shall be fastened With
<br />2
<br />.
<br />�
<br />,
<br />� .
<br />1 low __A?Lq_ _,�l L.:t�4 01 l!11_1 ! _ZZlL.. --.-,A.--- #8 wood screws of sufficient length to provide min. 5/8" embedment Into wood budc See 'Parts Ust" on Sheet I of this drawing for wood
<br />_ _ A__,_,Ap_ __. I - -
<br />is
<br />I
<br />I
<br />,ZW8 __ ,AL
<br />I __.6��XX__ ,1�11 1/4 ___ _0_ - -4-i-il-Ir - _9�0)__ . a screw size and embedment requirements. See nZ(20100, Note 8 for additional wood screw requIrem".
<br />'r __$___'
<br />N
<br />11
<br />1 l5plis Xxxx 1189 114 so 4 (DOI 13 lQ4)
<br />(P) AN remaining factory applied installation fastener holes in the sill not used for concrete screw Installation shall be anchored with plastic
<br />-
<br />,
<br />I
<br />i 'o
<br />� ,noso 7 114 96 5 (Dol, SM21 � 602) I
<br />I 12060, - I i. 96 a (DO, cf 91-1 Is anchors (see FUEX20100, Note S-j for details) and #3 wood screws of suffk:lent length to provide min. 7/8' 0. embedment intri the concrete
<br />i 11�1!2 !
<br />I 'U(Jsu 9 14 96 __ 5 Pull � , 166, Ll; 10 or masonry. See "Pam LW on Sheet 1 of this drawing for wood screw Size and embedment requirements. See FLEX2OIQO, Note 6 for
<br />D23 additional wood so" requirements,
<br />1 120 00 � X I Ig ... _ .�2
<br />_�__�_It_ _Ii�+l _ ___�L J,_
<br />/,\
<br />nicloo ,
<br />.8 WOOD SCREW WITH STRUCTURAL IWO BY WOOD BUCK FOR POCKET DOOR HOOK SIMP:
<br />Fastener lostallatiltin Chart Notest
<br />1) In some comes aphasia screws pro on fy required in we of the facticine applied I natellation hole
<br />sets (i.e., a Innis sot being the two holes lying in a plane perpendicular to the vil of the door (Q) Where pocket door hook strip is Installed In masonry opening with a structural two by wood buck and/or framing, use #8 wood screws of
<br />Debm 3102107
<br />Solik. NIS
<br />frame). In those cam designated as `DO" In the installation chart. one of the holes will relative a sufficlent length to achieve 1-1/81' minimum embedment into it* two by wood buck and/or framing recelOrg the pdryL See 'Parts Ust" on
<br />Drawn 1111F FUA
<br />Concrete Screw and " remaining holes will be Filed in sacqrdance Will Notes 0 and P. Sheet I of this drawing for wood screw size arid embedment requirements, See FLE)(20100, Note 8 for additional wood screw requirements.
<br />chedlell or. Ili
<br />2)lnsDmm�-�ter�r-�..qW,edinb.d,f�etwy�ppiied�,�t.[Wb.nh.les,As 'DI" R) See fastener installation chart this sheet for #8 wood screw requirements in hook strip, M holes In the hook strip will be filed with #6 wood
<br />through -09- designates in Which size & configurations two concrete screws am required. The Z�N screws with a i-1/91 minimum embedment.
<br />remaining Wes will be filled in accordance with Notes 0 and P. (S) Wood screws shall not tre used to Fasten assembly linuo " grain off wood.
<br />a)"DI'means, install two concrete screws In one set of installation holes.
<br />brD2' mems. install two --be — in two -is of installation holes.
<br />PFM-VN MESSURE RATWG & FK CAM CONIPWNC9
<br />.) 'Dw means, instali me concrete screws in three sets of installation holes.
<br />d) *D4'mears, install two concrete screws in four sets of installation hot",
<br />e) *DW means, install two concrete sclews in five sob of installation Wes (T) if exact door size is not listed in Fastener installation chart, use fastener quantity listed for next larger size, for the approlpiriate design
<br />.� "Difir memns, instivi two concrete screws in six sets of installation holes- pressure required.
<br />9)'OT"means, instalitwo concrete screws in seven sets olimstalleflon holes (U) Installations depicted In these Instiructions acceptable for design pressures to 55 PSF for the window sIzes shown In the chart, Design
<br />m'DON means. install two concrete screws in eight sets of Installation lxses� Pressures (D.P.) are Positive and negative Overall window assembly design pressure may be less than that shown in the fastener quantity
<br />3) Loom thin of additional concrete screws in head & all should be profitzed as followv. table and shall be determined in accordance With Note 13 of FLEM100,
<br />a) First ad)acant to InterioOK or butt motes in head & sill. (V) Production Glazing may differ from that tested as allowed by ANSI1AAAA1NWWDA IOI/I.S. 2, 101/1,S. 2/NAFS or AAMA/WMWCSA 1011I.S.
<br />b) Secondly, at each arid of head & mill nearlarnic oomer, Ifneaded. A,
<br />a) Locations in head a &D other than as listed in a & b. 2�A440 and applicable Building Code, See Note 12 and 13 on Drawing FLEX 20100 for further details,
<br />4) Location of additonal concrete screws in jambs should be prioritized as follows: M Hook strip to be wcurely fastened to transfer the load to the masonry, concrete or other structural substrate per the FBC and the engineer
<br />a) First. adjacent to looks in iambs. of record's details as applicable.
<br />.
<br />p� Bacilli at each end ofiantio near hood & mill oomens. (X) See FLEX20100, Notes to to 15 for addiffIcinal FBC Cc& Compliance. Drawing No. FLE114110
<br />p) Locations in iambs other than as;lstiscl In a & b. Sheet 2
<br />of 2
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<br />ELEVATIO
<br />VIEWED FROM EXTERIOR
<br />Fastener tjiiies Table Notes: /1\
<br />_QiLcm — -_
<br />1) Buck Width and Height = Frame
<br />2) Only the required number of hol
<br />Width or Height
<br />es at the correct
<br />rie based on the
<br />listed above.
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<br />Scale- NIS
<br />Onman Syr R3A
<br />rhoplapil sy: JH
<br />(P) It exact window size Is not listed in tastener Installation chart, use fastener quantity listed for next larger size.
<br />Al (Q) Installations depicted in these Instructors acceptable for design press" to 60 PSF tor the window sizes shown in 11he table. DftAn Pressures (0,P) are positive and negative
<br />L_l Overall window amm011, design Pressure may be Is% than 60 PSP and shall be determined In atcordiance with NOW 13 of FLE)MIOD.
<br />(K) Proo4cton Golding may differ From that tested as allowed by ANSVAAMAINWWDA 10111 S 2, 1011I.S. 2/MAFS or AAMA/WDMAICSA 101/1-S. 2IA440 and applicable Building I
<br />Code. Sea Note 12 and 13 on Draw" FLEX 20100 for Further "Ile.
<br />(5) Two by wood back and/or framing at the head and Iambs to be securely Fastened to transfer the bad to the masonry, concrete or other stnxtural substrate Per the FBC and Drawing No. FLEX25110
<br />the engineer of recorcPs details as applicable, Sheet 2 of 2
<br />M Sale FILM0100, Notes 10 to 15 for a0itional FBC Code Compliance. I
<br />I I
<br />PARTS LIST TWO BY WOOD BUCK OR
<br />Ili
<br />9
<br />MASONRY OPENING 7 2X6 or 2xS
<br />1 Head - Flange Frame FRAMING BY OTHERS (Note 4,b & W)
<br />__ .5 -;�
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<br />W TO ' "'
<br />SEAL BETWE�N INLote T - Ix W)
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<br />2 $91 - Flange Frame
<br />3 Jamb - Flange Frame
<br />,
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<br />"
<br />\'ll,l, � , ,�� By OTHERS r, M! -. E
<br />OR 8 ,
<br />WOOD BUCK
<br />,
<br />N
<br />iIl
<br />E BY WOOD
<br />4 Head
<br />I;
<br />, A � ,iv 6 M
<br />/
<br />MAS'Y. OPEN] NG� 'I
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<br />(OF TIONAL>
<br />- Panel
<br />5 SIR � Panel
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<br />V
<br />�Note 2,o & Ill)
<br />2'.17
<br />INote 4,c,JL2)
<br />6 ;j �stfe - panel
<br />'Ll
<br />SEAL BETWEEN
<br />i, 3 , a
<br />. � ,
<br />T'
<br />7 Interlock � Panel
<br />HOOK STRIP & 2 1 -a "
<br />,
<br />/
<br />-
<br />SEAL - I I -I--
<br />BE TWEEN
<br />__ .
<br />_F I I 3/8' MIN ,
<br />I—— EMBE (- FASTENERS S40VN
<br />DMENT 8 moo" �'thl!
<br />�
<br />X WOOD BUCK n � i ;
<br />. - t . -
<br />'No" �:
<br />(
<br />4 � 2. & 2T"Ri) W
<br />DOOR —
<br />_��
<br />� 9 Glazing - See Note (8) arid (V) IN SAME PLANE FOR
<br />, CLARITY ONLY. HOITK
<br />,-
<br />. I q 5
<br />FLANGE !��
<br />-
<br />I
<br />- 10 3116'DI& Flat Head Concrete Screw with minimum
<br />___ - - TRIP ANCHOR HOLES
<br />X
<br />. .;Z . ,
<br />X
<br />W13ED
<br />F
<br />,� riking load in sheaf of I 80 lbs at 1 114' embedment. SPACED 21 APART [IN
<br />/ X I 3/e, M!�,
<br />- 4 � T-
<br />_ _ _
<br />BULK - -_ ,
<br />Z�l =11 Note (K) on this drawing and Note 7 on Drawing OPPOSITE FLANGES.)
<br />r1mill, -
<br />(TYP.) ill.
<br />t�
<br />(Note 2.Q __�_
<br />ill) 777T
<br />11��J E
<br />-
<br />i
<br />___ —
<br />4 o� FLEX201 00,
<br />�, M I 1 #10 Wood or Tapping 5rjo with a minimurn Typ, -
<br />embedment of 1-Wa' into two by framing, See Note
<br /><
<br />, -1 4 , - iz
<br />,
<br />/, � 8 '. �, . "s �
<br />�
<br />PERIMETER FT___ -
<br />/
<br />A
<br />(P) on this drawing and Note 8 on Draivi,rig
<br />(D
<br />� Z . b
<br />3r
<br />lit \
<br />OTHERS
<br />(Note 2.0.
<br />i 1�
<br />� SHIM AS
<br />FLEX20100.
<br />12 #1OWoodorTa ' Screw withPlasticinsens
<br />(Note 6.j on FLEX201 00) at a nimuturn embedment '\ \, N, F i
<br />1 (�t----%,-� 719' MAX, ,,i, . ., .1 vf
<br />- - -- �,�
<br />- __ ,5 �
<br />. h E14, i .�
<br />t
<br />e. 21000
<br />I R4E,Q
<br />of 11 into the concrete sill- See Note (0) on this 1
<br />`�,
<br />2 : . 0
<br />0 ., � . . '��
<br />4 '
<br />( ,;D
<br />le 1,C)
<br />drawing and Note 0 on Drawing FLEX20100.
<br />5i�k STUCCD/SHEATHING �W � _E ; �� I
<br />�
<br />By , 2
<br />UiHLRS !, 6 -, Z
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<br />HOOK STRIP I-_ C � 2,-.
<br />i�ll �-07 I - I.,
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<br />Z lil
<br />1, I
<br />DETAIL I
<br />J ,
<br />�9
<br />A-7 -
<br />�
<br />��I/4' MAX. SHIM SPACE
<br />� I _7
<br />U I
<br />ONE BY WOOD
<br />5 � .?,
<br />i
<br />I �
<br />S.G.D.
<br />HEIGHT
<br />BUCK BY OTHERS 1 �4/8' MJN.
<br />(OPTIONAL) '--\ �""_EMBEDMENT
<br />(Note 4.o,112) .
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<br />I A 15�
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<br />R E'l '__
<br />REQUIRED
<br />SHIM AS --;7
<br />' ' , OTHERS
<br />REQ'D 1 4 (Note 4,b & W)
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<br />I � 11
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<br />(Note __
<br />IN 2a
<br />(Note 1,0 /
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<br />11 SEAL BETWEEN
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<br />3
<br />A -.1
<br />SHIM AS
<br />_,_ TWO BY FRAMING
<br />! ��[ - BY OTHERS&
<br />EXTERIOR ELEYATIO ,,,, ,,,,
<br />REQ'D -
<br />I
<br />al
<br />(Note R,cL 2,cl,lil)
<br />�` �
<br />2 PANEL DOOR SHOWN Scale. NIS
<br />'No te
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<br />I 011001"'der.)H
<br />", X i
<br />SHIM SPACE
<br />i T,
<br />�
<br />7:@:,11�1 _4�11�1
<br />Robert J. Anforumo, P.111,
<br />DLqCLAIMER� The purpose of this A. License No� 49752
<br />1
<br />J
<br />11 Le" ,
<br />1/21.6 1 1
<br />4 ��
<br />_,�', SEAL BETWEEN
<br />Z@ �
<br />fnsiallaon drawing is to present the
<br />manufacttjner's recommendations Far JAUrg
<br />�
<br />l
<br />t 4
<br />6 DOOR F1 ANCE
<br />��t
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<br />anchorage (Le., concrete schews, - -- -
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<br />. -
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<br />16 �
<br />4 A
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<br />� D. -
<br />� & WOOD BUCK
<br />I (Note R.a & 2.dAD
<br />PERIMETER - \
<br />SEAl BY - ",, -
<br />wood screws and tapping screws] to .. ., xj-- -V
<br />achieve tire desi pressure specified 'r - . G., ...
<br />-� �_ t
<br />on the Fenestration product as 1. cl
<br />>
<br />1
<br />EMBEDMENT-
<br />OTHERS
<br />I ---
<br />required by the 2001 Florida Building : 0 L
<br />Code Section 1707.4.4, 2004
<br />12
<br />� Le
<br />J
<br />1-1/4' MIN, (Note 2,o & 2A.10
<br />___�
<br />S,G.D. WIDTH '1� R
<br />(FOC),
<br />FBC-auildim Secttan 1714-5.4 and
<br />the 2OD4 FBC-Residential, Section .
<br />I O
<br />� MASONRY OPENING
<br />.
<br />R613.6, Recommendations regarding ..� , 11,
<br />;4
<br />1/0 *.
<br />flivilhri seafing, sealants or other . ..
<br />UBEMULY APPLY SFA ____
<br />L
<br />joint sealant practices does not k . . ...... 10, 1
<br />UNDER SILL OR SET !LL IN
<br />DED OF CONCRETE (Make 2441). O
<br />SECTION B-B
<br />constitute a warranty elther
<br />expressed or mottled. No. FLEX24112
<br />I
<br />SHIM AS REQUIRED (Note l.c). O
<br />rrawin"ll;
<br />Sheet 1 of 2 1
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<br />106 &8
<br />120
<br />12 ; 10
<br />7 (DZ i fl!
<br />12100
<br />xxx
<br />142 Sig
<br />120
<br />12 i 14
<br />1 1 (D4) I 12
<br />1 M
<br />'Woes
<br />_ 0AX0 ""I
<br />zi)�To
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<br />143 15M
<br />50
<br />isms
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<br />1191 5118
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<br />141 JJA
<br />I log 19
<br />120
<br />120
<br />Fastener Installation Chart Notes:
<br />1) In moral cases concrete screws are only required in one of the factory applied Installation hole
<br />sets (I.O., 8 hole Set being the two hole$ lying in a plane perpendicular to the width of Ithe door
<br />frame), In those cam demignabed as IDO'Irw the Installillion prial oneof the holes viriltmoolive a
<br />Concrete Screw and the remaining holes will be ItHad In accoltance,il Notes 0 and P,
<br />� -
<br />2) In some cases concrate screws am required in both factory applied installation hole sets� D1
<br />through �Dll` design" In which size i1i configurations k*v concrete screws are reqwlrW. The
<br />remaining holes will be filled In accordance with Notes 0 and P,
<br />arDi" meens, !,.tell two conchate screws in me W of instatkidlor, hot....
<br />brn2' means, install two Concrete screws in two sells of Installation hoies�
<br />a) �D$l means, instalf hivol concrifte screws in three sets of installation Was.
<br />d) -04' means, install two concrate more%" th four sets of Installation holes
<br />ii means, install two concrete screws in five sets of instmIlatoil Wes.
<br />0 106. means. install two concrete screws n six sets of installation holes.
<br />9) *D7" means, I= J, two concrete sorews In seven sour, of instalhillon holes,
<br />h)'W means, Install Me concrete screws In eight sets of Installation holes.
<br />3) Location of additional concrete screws in hood & silt should be prioritized as fdlfo�.
<br />a) First adjacent to interlock or bud stiles, In head & sit[.
<br />lb� Secondly, at each end of heed & sill near jamb comer, I needed
<br />c) Locations in head & mill other the n as listed in a & b.
<br />4) Location of additional concrete screws in Whom should be pirforrivid as follows:
<br />0) flrsf� adjacent to loole; in lambs.
<br />b) Secondly, at each end of jambs near hood & all corners,
<br />c) Locations I" jormis other than as listed in a & 6.
<br />5) C$ = concrete scraw and WS = wood screw
<br />GERIVAL NUIrleb
<br />i -
<br />(I to 15) See General Notes Drawing FLEK20100, Sheet I & 2.
<br />ti, PI !�
<br />Al
<br />(A) Milestone Series 1000 Sliding Gass Door is shown. Also applicable to Milestone Series 2000 Sliding Glass Door.
<br />(B) Drawing applicable to Non -Impact Resistant Siding Glass Doom glazed With 3116' fully tempered glass SeeNobe Cv).
<br />j � a 5"
<br />V , , I
<br />"O"
<br />4 �- .-
<br />(C) Where"X" represents movingparteland representsfiloed panel, approved configurations areas listed on thefastener Installation fhatton
<br />'? i
<br />i
<br />Sheet 1
<br />I 9
<br />� I �
<br />(D) Not all configurations listed on the fastener chart are shown on this drawing, however Installation sections "A-A�', `11-61 & Hook Strip Detail
<br />- I
<br />Z , , �
<br />apply to installation of all approved configurations,
<br />� � -0
<br />0 A .
<br />(E) For pocket door confligurations, use closest by-pass door size and configuration in the chart to the finished opening of the pocket door,
<br />1
<br />Q �, �
<br />1 lh i
<br />(F) Concrete screw edge distance measured from edge of concrete/masonry/biock to centerline of concrete screw must meet or exceed 2 I.14' ,
<br />M
<br />Minimum size and embedment per Parts Ust, See Note (3) regarding deviations,
<br />,a 7
<br />F �
<br />(6) Wood or tapping screw edge distance measured from edge of wood receiving the point to centerilne of wood or tapping screw must meet or
<br />i
<br />exceed 1". Minimum size and embedment per Parts Ust See Note (3) regarding deviations,
<br />(H) All flefld supplied holes in the frame (If required) will be 3116" In diameter.
<br />-
<br />(1) Wood screw withdrawal values used to generate the fastening requirements are based on Spruce-Purie-Fur with a Specific Gravity of 0,50.
<br />-
<br />o E � I .
<br />I&
<br />See Note (J) regarding deviations.
<br />8 �, A z 1
<br />(3) Any deviation less than the minimum requirements stated must be approved by the manufacturer or engineered by 'other" Design
<br />- �, o L
<br />§ .- vt "
<br />Professional in accordance With the applicable Building Code and Product Approval.
<br />.,d �g
<br />� Z � 3 .43 ,
<br />8 --. ,� i, � �
<br />FASTENER INSTALLATION 114STRUCTIONS - FLEX24112
<br />W -
<br />" 1!
<br />2, �
<br />V A - "? �-
<br />0 " �' '_ .g 1
<br />3/16" DIA. CONCRETE SCREW WITH SILL!
<br />. . E "
<br />. -o &'S .
<br />(K) Where door Is inMalled in an opening with a masonry or concrete Sill, use a 3116" diameter concrete screw of sufficient length to achieve
<br />L `,� . b j.
<br />, ,
<br />Er g I 1. E
<br />� .11 -�
<br />��,
<br />minimum embedment of 1-11V into missonly or concrete. Sm 'Parts Ust" on Sheet I of this drawing for concrete screw size, embedment
<br />'t 1 - ,
<br />� ,I - A c
<br />and load requirements. See F-EX20100, Note 7 for additional concrete screw requirements.
<br />, , 2 Z� ,
<br />I .
<br />(L) See fastener, Installation chart this sheet for concrete screw quantities arid additional installation requirements.
<br />�
<br />-
<br />(K) Install one concrete screw in each pair of factory applied installation holes unless noted otherwize on the fasterner installation chart. It is
<br />� 4
<br />ZL
<br />acceptable to install a 3116" diameter concrete screw with a 1-1/4" embedment in all holes in the sill which wlt exceed the minimum
<br />I ,--;
<br />requirements of the Fastemer Installation Chart.
<br />.! g
<br />(N) Alternate concrete screw Installation fasteners front to back in the sill frame member when botheets of holes are not used.
<br />1
<br />(0) All remaining factory applied Installation fastener holes in the sill not used for concrete screw installation shall be anchored wilth plastic
<br />1 t
<br />anchors; (see FLEX20100, Note 8) for details) and #10 wood screws of sufficient length to provide min. I" in. embedment intio the concrete
<br />1
<br />or masonry. See "Parts Usif on Sheelt I oftrils drawing for wood screw size and embedment requirements, See FLEX20100, Note 8 for
<br />1� I
<br />I -
<br />A
<br />—
<br />additional wood screw requirements.
<br />-
<br />#10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK& OFMMAL NOIN-STRUCTURAL ONE BY WOOD BUCK - HEADIJAMR&
<br />I,!
<br />#10 WOOD SCREW W/STRUCTURAL TWO BY WOOD BUCK FOR HEAD, JAMBS AND POCKET DOOR HOOK S11":
<br />Z&
<br />(P) Where the head, Jarribis and pocket door hook strip is installed in a masonry or concrete opening with a combination of structural two by and
<br />laaft"SiOZ107
<br />OPTIONAL one by wood bucks or directly in the two by would bucK use #10 wood screws of sufficient length to achieve I-3/Ir minimurn
<br />embedment: into the two by wood buck andyor framing receiving the point at all factory applied Installation holes, See 'Parts LW on Sheet I
<br />scow NTS
<br />ZL1
<br />of dhis drawing for wood screw size and embedment requirements, See PLEX20100, Note 8 for additional wood screw requirements,
<br />(Q) See fastener installation chart this stielet for #10 wood screw requirements in jamb(s), head and hook strip.
<br />Die" Bw M
<br />Chilicluild Ow 314
<br />(R) Not used,
<br />(S) Wood screws shall not he used to fasten assemoly Into end grain of wood.
<br />DESIGN PRESSURE RATING & FBC CODE COMPLIANCE
<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) Installations depicted in tiese 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 than that shown in the Fastener quantity
<br />A,
<br />table and shall be determined in accordance with Note 13 of FLEX20100.
<br />%., 1-1-11 Glazing may differ from that tested as allowed by ANSI/AAMAINWWDA 101/l.S. 2, 101ii 21NAFS or AAMA/WDKA/CSA
<br />101/1-5. ZIA440 and applicable Building Code. See " JZ and 13 on Drawing PLEXZ0300 for Further details.
<br />(W) Two by wood and/or framing to be securely fbstered to transfer ft load to the masonry, concrete or
<br />I
<br />other structural substrate per the IFFIC and the engineer of record's details as applicable,
<br />Drawing No.
<br />�
<br />FLEX24112
<br />(X) See FLEX20100, Notes 10 to 15 for additions I FIBC Code Compliance.
<br />I
<br />Sheet 2
<br />of 2
<br />- TWO BY WOOD
<br />SEAL BETWEEN SHEATHING . -13Y OTHERS
<br />70
<br />GENERAL INOTES
<br />(I to 15) See General Notes Drawlag FLEX20100, Sheet I & 2.
<br />(A) Milestone Series IDDO tionzontal Sliding Aluminum Window in X0,
<br />I I
<br />- FRAME W T H, -----i A E a
<br />A - � P,
<br />r"
<br />WIND13W FIN I BY OTHERS - (Note 4.1p>
<br />SHEATHIN15 ----- I- � 1.
<br />(Note ?'o, � R,c,ll) __ I I 0
<br />s � W
<br />1 � .. 1
<br />3(2�\ )�
<br />\1� .. �i
<br />QX arid XOX configurations are stvil
<br />(9) Dfall applicable to Non -Impact Resistant glazed windows.
<br />(C) Production Gazing may differ from that tested as allowed by
<br />ANSI/AAMA/NyANDA 1011I.S. 2, 101/l.S. 2/NAFS or AAMPAVDMAICSA
<br />1
<br />ll
<br />a� 8
<br />9
<br />A 9 .�, E �
<br />_ '9 6
<br />ji ,Z. Z
<br />1
<br />, 1
<br />1
<br />,
<br />1 , : ... :Z a,
<br />. 0
<br />101/1,S 2IA440 and applicable Building Code. See Note 12 and 13 on
<br />Drawing FLEX 20100 for further details.
<br />FRAME '155�,
<br />`_
<br />1 '12 6
<br />I i
<br />- B
<br />STUCCO BY
<br />OTHERS ----
<br />I . ,
<br />s I I
<br />� � 11 "r M
<br />I
<br />(D) For Fastener Locations see Sheet 2 of this drawing, See Note (H)
<br />0-,
<br />HGT
<br />B J,.O.
<br />13 ,7 1 �
<br />1 � 1. . I -, -
<br />� I �
<br />� 11 - I- i
<br />regard,ng devitailtions.
<br />(E) Wood screw and nail withdraws[ values used Lo generate the
<br />I
<br />,_��,_ -� I
<br />- i
<br />PERIMETER
<br />1,
<br />. . I
<br />..
<br />fastening requirements are based an Spruce-Pine-Pur with a Specific
<br />Gravity Of 0150, see Note (H) regarding deviations.
<br />i
<br />. 17
<br />C F I
<br />0 r, V
<br />/ - ,
<br />SEAL
<br />(F) Wood or tapping saew edge distance measured from edge of wood
<br />I
<br />� ill.
<br />13Y OTHERS '
<br />(Note 2.o
<br />to carritehine of wood or tapping screw must meet or exceed 1'.
<br />William size and embedment per Parts List See Note (H) reRarifing
<br />ELEVATION -
<br />E -2
<br />VIEWED FROM EXTERJOR
<br />ff, Zc-ii)
<br />SHIM AS REWD deviations. 4-2
<br />A 9 8 b
<br />`�11�
<br />.- (Note Lit)
<br />-
<br />(G) Nail edge distanm measured froin edge of wood to centerline of
<br />PARTS
<br />DISCLAIMM, *. of
<br />LIST .
<br />. �:
<br />§ -G § -
<br />' I
<br />nail most meet or exceed 9/16- or 5 times Shank Diameter, whichever
<br />is larger. Minimum size and embeciment per Paris List. See Note (H)
<br />mp- I
<br />�� ,*.F.*. &v� ,, W t
<br />2
<br />Head - Fin Ffamet
<br />- A F � I
<br />Bill - Fin Frame
<br />__1 4
<br />regarding deviators.
<br />Uv, ftd� . ...... li,��
<br />W �,i".w U., -d - 3
<br />- � :� v ? -�
<br />Jamb - Fin Frame ` -
<br />(N) Any deviation I= than the minimum reqviremisaft stated must be
<br />'other"Dem9n
<br />pippirl; - jrt, .ik . foix.0*1 4
<br />W ad*. Ile, Olieff. —
<br />05
<br />Head - Sash -% g 1! �
<br />9 � 8
<br />approved by the manufacturer or engineered by
<br />%.VW - Ov, fi,,vsWk� P.l- 5
<br />- i
<br />Silt - Sash I
<br />'.
<br />�
<br />Professional in accordance w th the applicable Building Code and
<br />Product Approval.
<br />ii, w,,Inal by ft 401 �.lda 6
<br />sil" � (Fec�, sm-n 27WAA,
<br />_R -B
<br />Glazing Bead I a ii �
<br />I
<br />(1) Ali Field supplied holes In the frame (if required) will be 3/16" In
<br />200i FaC.seklir,
<br />� S'pi. 17 45A 7
<br />i,iA it. 2004 WZA-id�l, a.b.
<br />= -
<br />g - See Note (8) arid (C) Z
<br />g � ,
<br />�
<br />. .
<br />diameter for #8 wood screws or the shank diameter of the nail munded
<br />146116 �_,A�.O.dft 6
<br />#8 Pon Head Wood or Tapping Screw � I
<br />-
<br />I
<br />up to the next standard demignation drill bit size,
<br />�frv, -IM -1- . �
<br />with a minimum embedment or V into the 9 i2
<br />a
<br />i
<br />(3) Wood Screws and Nalls Mill, NOT be mixed to fasten tins same
<br />a %emill
<br />)�irl 9'.i., fri� - -
<br />Qw4tk.w � __11Y .e. .Vq%el
<br />structural wood substrate, See Nate (K to
<br />.
<br />FRAME & BUCK
<br />i
<br />,vi.ow.
<br />N) and Detail A on this drawing and Note ,I M
<br />4.b & 8 on Drawim; FLF,X20100. � 1 J
<br />HEIGHT (FLH. � B.H.�
<br />i
<br />�7
<br />9
<br />Round Head Deformed Shank Nail with I ,I I � , �
<br />I
<br />r
<br />. PAME WIDTH
<br />minimum 0.1 13r diameter (1 IGA) and � t ., A X
<br />I 5
<br />BUCK WIDTH � 1/4' MAX.
<br />- (F.W. & B.W.) SHIM SPACE
<br />minimum embedment of 14W into tric, 9 3
<br />i
<br />structurall wood substrate. See Note (O to Z I 111 I , I ,
<br />I -1
<br />\
<br />TWO BY WOOD 7
<br />BY 13THERS I
<br />_____1
<br />SEAL BETWEEN
<br />WINDOW FIN
<br />SHEATHING
<br />R) and Detail A on this drawing and ,5 I I
<br />Notes 41 & 9 on Drawing FLEX201 00. g � a �
<br /><Note 4,0
<br />-
<br />(Note 2 o
<br />- 'p- '.1 -.
<br />,.,�
<br />I
<br />_�
<br />SHIM AS REQ'D� ----_
<br />& 2.c.11) Centerlir,ii, arf�
<br />Fastener
<br />I
<br />A" Ref, f 1__:�_i__
<br />INTERIOR
<br />'
<br />. 10 ___ �
<br />(Not le 1� )
<br />, -
<br />I d . I
<br />.
<br />FINISH BY
<br />-7
<br />I
<br />PERIMETER
<br />SCAL
<br />OTHERS
<br />I
<br />-
<br />I, 6,
<br />I DwW V04197
<br />Scalle: NIS
<br />BY OTHERS
<br />!
<br />!
<br />EMBED KENT
<br />I 0"" ft; RJA
<br /><Nicte 2.o
<br />� 1/4'
<br />SHIM I .
<br />(V�CREW)
<br />- chodod or. im
<br />.
<br />I
<br />& 2,c,lD
<br />I SPACE MAX. 7____=
<br />-
<br />I Robert I A"WnMr P'-E-
<br />- - __ -
<br />0(�),
<br />. � 1�
<br />I I __
<br />.
<br />. . f
<br />: : , . .
<br />.
<br />� I , . �
<br />. �
<br />. ..: � . .
<br />: . '� . �
<br />,. / I
<br />=
<br />- FL Uomme No- 49752
<br />I
<br />I i omit ,
<br />" ........ T
<br />..
<br />I SHIM AS REWD, 4 . j r . I
<br />_7__�_ 1 - (Note 1110) .-.-- ___..1___ I / __
<br />STUCCO BY �- . �
<br />5 . .�+
<br />%.
<br />.1
<br />OTHERS
<br />� . I -
<br />I .
<br />5
<br />/
<br />/
<br />Attachment ,,
<br />.
<br />:
<br />SEAL BET WEEN
<br />WINDOW FIN
<br />& SHEATHING
<br />I ,7- �
<br />- iffl�
<br />�
<br />PERIMETER
<br />SEAL I
<br />0 IT I ,/
<br />BY L HERS
<br />sl� EATHING
<br />QUAL A
<br />— -
<br />Dimpled Area an i q
<br />Attachment Fin A., - 1.
<br />.......... *
<br />(Note e�p, SH A OANG
<br />�, ff ,
<br />2'. TWO BY WOOD
<br />(Note 2, p /
<br />& 2.c.l BY OTHERS
<br />/
<br />Wood Screw or Noil
<br />�,
<br />Head mfjqt be. .-,*
<br />`1.i`,,
<br />& 2.cil) BY OTHERS
<br />C., 3 BY nTHFRS
<br />3
<br />:n full contact vrith
<br />Attachment Fin.
<br />- (Note 4.b)
<br />SECTION A -A
<br />STUCCO
<br />SIDING BY --J(:,
<br />SEC-FION B-B OTHERS 909
<br />� "Ile
<br />,,emterline of fastener sh be
<br />approximately 9/32' from dge of Drawing No. FLEX251
<br />1:� 1
<br />I
<br />Aittcrahrnent Fri-
<br />Sheet I of 2
<br />I
<br />0 la
<br />I IN ,L ENGINEERING, LLC
<br />111118NEW
<br />P.O. BOX 3400
<br />Apollo Beach, FloFido 33572
<br />Phone: 8 1 3.645.0166
<br />Fax: 813.645.9698
<br />www.danscoengineedng.com
<br />CA 25948
<br />a
<br />CD
<br />CD
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<br />1U_1
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<br />4 0 :3
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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 MONTHS
<br />AFTER THE DATE I IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL POR110N
<br />OFTHIS DRAWINGONLY.
<br />@2007-THESE DRAWINGS AND DESIGNS ARE THE JOINT
<br />PROPERTY OF DANSCO ENGINEERING, LLC AND THE
<br />CLIENT ON THIS PROJECT. ANY REPRODUCTION OR
<br />UNAUTHORIZED USE IS PROHIBITED.
<br />REVISION:
<br />DATE
<br />DESCRIPTION
<br />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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