|
7:
<br />-
<br />Of
<br />.9)
<br />a
<br />=
<br />N
<br />-0
<br />;E�
<br />C1_
<br />�
<br />-
<br />�_i
<br />"51:
<br />r`_
<br />(D
<br />cm)
<br />Q
<br />$iR
<br />an
<br />a
<br />Iff
<br />0:
<br />Ng-5--vicLQA--arLcLTcj.PR:�ag-�cc��L--Egs-t�!-O_f!r L.pQ Qn Q
<br />OLt _I tjD�5 Z11
<br />I Series 1000 Horizontal Slider X010X and XOX -Modular
<br />Suck
<br />11
<br />No. Famnors
<br />"'
<br />i
<br />_ 9
<br />He
<br />Height
<br />'
<br />In ea, " b
<br />In each Jamb
<br />Eb
<br />-
<br />I 6
<br />J_ _L1
<br />L2
<br />A
<br />23
<br />2
<br />6
<br />6
<br />ni.
<br />r?.
<br />M
<br />,
<br />'5
<br />2
<br />Et
<br />6
<br />6
<br />ft/a
<br />n/a
<br />13
<br />-
<br />47
<br />-
<br />3
<br />-
<br />6
<br />6
<br />23 1/2
<br />rt.
<br />_ __
<br />ff- -
<br />"
<br />_ __ ___
<br />_____4___
<br />____ s ____
<br />-
<br />__ e -
<br />-, 9_3j_4_
<br />_1 3T,7
<br />S
<br />---�br
<br />.
<br />__
<br />1. 111�- -1----
<br />,
<br />�-'-
<br />61 1
<br />�-f_3W
<br />--jii, i -
<br />Fi
<br />_ ,___
<br />- -ii,---
<br />-
<br />, i'---
<br />_ _ ____ __ ,
<br />'--'- ' _� ---------
<br />"
<br />---- 6 - __
<br />---6'--"-
<br />- �s'�N _'
<br />fli_f7�_
<br />I Series 100O Horizontal Slider X010X- Modular I
<br />Buck
<br />width
<br />No. Fasteners
<br />in Head SiSill
<br />Fastener
<br />Locatl..
<br />I
<br />Es
<br />Eh
<br />I L3 I
<br />H S
<br />2�
<br />4
<br />4 116
<br />4118
<br />6 V4
<br />E 1
<br />35
<br />4
<br />4 IJ8
<br />4118
<br />14 1/4
<br />&
<br />A L
<br />__ 47
<br />53
<br />_ ____ 4 ______
<br />4
<br />___�_118_ _
<br />4118
<br />_ 4118
<br />4 IiIi
<br />.... 20 114 _
<br />23 1/4
<br />1) L
<br />5-9
<br />4-
<br />41ili
<br />4 116
<br />26 114
<br />4
<br />1 4 1,8
<br />4118
<br />29 i/4
<br />I_
<br />I__`T1
<br />I 4
<br />1 4118
<br />4 IS
<br />32 114
<br />I Series 1000 Horizontal Slider XOX -Modular
<br />H S
<br />akr;l,
<br />width
<br />No. Fasteners
<br />in Head &Sill
<br />Fastener
<br />� Location
<br />Es
<br />E
<br />4
<br />E
<br />71
<br />6 77
<br />41,18
<br />4118
<br />1� 114
<br />& LI
<br />A
<br />83
<br />�d
<br />J19
<br />-
<br />6
<br />4 1118
<br />MhL
<br />4118
<br />14 V4
<br />D L
<br />9s
<br />'__'iff'__`
<br />- ' '
<br />7
<br />6
<br />_'__,6_____,__,_:_4_i18
<br />,�
<br />�� 1��__
<br />4118
<br />4 11S
<br />_ 0 1/4
<br />�0V'
<br />I
<br />6
<br />,
<br />4 lia
<br />4 V8
<br />_ _
<br />DESIGN PRENURE RATING # FBC CODE
<br />COMPLIANCE
<br />(S) If exact window size is not listiod in fastener
<br />location table, use fastener locations listeol for
<br />next larger size.
<br />(T) Installations depicted In ttlese insmuctJons
<br />acceptable for design pressures to 60 P$F for
<br />the Window sizes shown In the table. Design
<br />Pressures (D.P.) are positive and negative.
<br />Overall window assembly design pressure may
<br />be less than 60 PSF and shall be debermined In
<br />accordance with Note 13 of FLEX201%. Nailing
<br />schedule in Note (Q) for design pressures to 35
<br />PSF, 45 PSF arid 60 PSF.
<br />(U) Production Glazing may differ from that tested as
<br />allowed by ANSIIAAMA(NWWDA 10111S. 2,
<br />10111.5. 2/NAFS or AAMAIWDMAICSA 101irI.S.
<br />Z/A440 and applicable Building Code. See Note
<br />12 and 13 on Drawing RJD( 20100 for further
<br />detal&
<br />(V) Strucural two try wood buck and/or framing at
<br />the head, sill and jambs to be securely fastened
<br />to transfer the bad to the wood structural
<br />substrate per the FBC and the engineer of
<br />record's details as applicable.
<br />-Frome & Buck -,--
<br />Awidth A
<br />_3 6' 0
<br />I I
<br />- IT'p, J�Typ�j Cryp,i -,
<br />Ein Eh� I
<br />XO,OX - 4 Head & Sill
<br />Fosteners. Jamb
<br />Fasteners shown below.
<br />...1_---j:::h r ___�
<br />� --- T
<br />F 7 1 Ll
<br />a ui
<br />Heigh t . i
<br />I // //// �
<br />� --�
<br />I XO,0X Ll
<br />I __ ` Z - ------ J i
<br />===:=:Zvi f�_ I
<br />_...J �_ Es XO,OX . _� ��E, Xc, Ox
<br />ELEV)�TION 2 Jamb 3 Jamb
<br />VIEW, XO1OX Fasteners Fasteners
<br />u
<br />Width
<br />(W) See FILM0100, Notes 10 to 15 for additional E4 6. E 4
<br />:� -
<br />_ ,
<br />� � .� ; I
<br />FBC Code Compliance, � i � ,
<br />4 1
<br />A � §!�
<br />_r - ; -
<br />[�E In I I i-
<br />; - � 71
<br />I
<br />7 �
<br />Height I
<br />I
<br />I I � XOX �
<br />_1
<br />__
<br />L2
<br />-
<br />ILI
<br />�----� /
<br />X0,OX Z-,
<br />4 J a mb
<br />Fasteners
<br />XOX - 6 Head & Sill
<br />Fasteners. Jamb
<br />Fasteners shown below.
<br />- /__ -
<br />I I 1, L I
<br />Ll , -
<br />- li LE!
<br />--i ;-
<br />L1
<br />11
<br />. -
<br />iiiiiii -, -
<br />ir 94
<br />" 't - §
<br />C -2� b �-
<br />liisj� t-�
<br />A ,ri
<br />Qi .
<br />,x
<br />j 16
<br />iJ8
<br />i 2 I
<br />LU J
<br />fit ffl!
<br />T
<br />I � ii
<br />t6
<br />k , 1
<br />ffl�E
<br />2 A � 0
<br />§3.. - ,,,,
<br />.E F, Is g
<br />I 16 ! ,g _F a
<br />. ,5i .
<br />. . 3 T 1 i
<br />. -0
<br />i N j 55
<br />2 I i t
<br />� ? � t-
<br />S V _- V
<br />.is
<br />Z 1�
<br />.
<br />I 1 'a j 1
<br />15! ,
<br />, , I I I
<br />ft 11 , � I t 4
<br />a
<br />� I
<br />FASTL14ER INSTALLATION INSIRUMONS - PLEX25120
<br />I I i
<br />I I
<br />_ ____ '____ ----.----.- - _ _j H
<br />���
<br />L I
<br />(i� �-, ,
<br />i I -1
<br />I
<br />I I
<br />#8 WOOD SCREWS:
<br />(K) See fastener location table and Elevation v3ews on. this sheet for location of #8 WOW Screws,
<br />#8 Wood Screw leinglI*, to I' Into by framing.
<br />- __ - � � .
<br />_-
<br />ELEVA71 ION �I-;Es XOX XOX
<br />Es� �_
<br />,
<br />XOX Z-2L
<br />=:Z I
<br />1i
<br />�
<br />11:91 _H_
<br />(L) must be of sufficient achieve minimum embedment of the We wood
<br />see Detail "N' I for location tihe In Fri.
<br />VIEW, XOX 3 Jamb
<br />2
<br />4 Jamb
<br />Dow 11"/Q7
<br />(m) on sheet approximate of wood screw the attachment
<br />Jamb
<br />Scale: FITS
<br />(N) Wood screws shall not be used to fasten assembly into end grain of wood.
<br />Fasteners Fasteners
<br />Fasteners
<br />or"wir Or. RJA
<br />NAIII.Sz
<br />(0) Nails shall meet the following requirements:
<br />Fastener Location Table Notes:
<br />Chacked Dr. 3H
<br />0. 1 13' diameter or greater,
<br />: sufficient length to achieve minimum embedment at 1 7/8" into the two by wood framing (generally, nail 2 3/8'
<br />1) All dimensions shown taken frorn the buck width or height of the window frame.
<br />length ar greater shail meet this requirement), and
<br />2) Based on size (buck width and height) and configuration (XO/OX or XOX) of the
<br />window to
<br />. Wical (screw) or annular (ring) shark style only�
<br />be installed, enter the correct table obovo to determine the locations of the No. 8
<br />Wood or
<br />(P) Manufacturer's nails meeting these requirements are (but not limited to) the following:
<br />Tapping Screws in the .head, sill and iambs.
<br />Pasiode deformed shank nail, No, 404947, 404537, 6501 11 and 650148, &J)
<br />: Duro-Fast deformed shank nail No. 325.
<br />Instal the No- 8 Wood or Tapping Screws at the locations shown in the table.
<br />Tolerance is
<br />(Q) Location of nails shall be (+I- I" tolerance on spacing, edge distance is a maximum), /2\
<br />+ / - 1" for spacing. Edge distance is a maximum,
<br />. 4" maximum from each comer of the head, sill and Iambs or XO/OX & XOX configurations, and
<br />4) This table is NOT applicable to the noiling option. See Notes 0, P. 0, and R for
<br />nail
<br />for the X01OX Configuration, 7' O.C. Max, for Jamb, Head and Sill for 46 PSF to 60 PSF UP, or
<br />:
<br />instail,atior, location$ and spacing.
<br />for the XOjQX Configuration, 9' D.0 Max, for 3amb, Head and Sill for 36 PSF to 45 PSF Up, or
<br />. for the XO1OX Configuration, 12"O.C. Max. for Jamb, Head and Sill to 3$ PSF DO, or
<br />. for the XCIX Configuration, 7' O.C. Mm for Jamb & 5" D.C. max. for Head and $41 for 46 P5F to 60 FSP OF, or
<br />. for the XOX Configuration, 9' D.C. Max. for Jamb & 7" D.C. max. for Head and SIR for 36 P,V to 45 PSF DP, or
<br />, '
<br />. for line XOX Configuration, 12" O.C. Max. for Jamb & 9" O.C. may, for Head and Sill to 35 PSF DP, and
<br />"A'
<br />Drawing No.
<br />FLEn5120
<br />. See Detail on sheet I for approximate location of the nail In the attachment fin.
<br />I
<br />Sheet 2
<br />of 2 �
<br />(R) Nails shelf riot be usect to fasten assembly too end grain of wocxi�
<br />Seal Bet,ee,�
<br />�C8 woc�cl. Buck Ii,
<br />,-rc:,-te --- Openrig
<br />nre By wood M.-r" O,'n, MOE; y
<br />Buck By O'chers by Others . /- B IL
<br />_\
<br />-
<br />�vi .
<br />- F,W, -7 1 d 1-1/4' I, Concrete or A K ,�,,
<br />T X -
<br />_ Buck , Fr,b.di,,M j -, Masonry � �, Z
<br />Width - � F Opening . in ;�
<br />B.W�) u �
<br />- le . C
<br />(No-e 4.--) "o, ote 2.c & 2.10 W
<br />. (Not, 2'a & 2.ol
<br />/;:
<br />Sea:, Bi
<br />�
<br />11
<br />, 7A Shim As Req'd (Note La"
<br />I I �_ A I,>
<br />I By Others 'g ,- 9 6
<br />14 1. e K
<br />�� .
<br />a 2 - �s .
<br />W,r.o. Ftangr, I 1,1,11 4 1_1/4 I i I
<br />N _ __
<br />nd Woo( f�l i --- -
<br />a ) Buck \ ,�, Embed, Min. -
<br />- __t
<br />'\� I ent I 7 A
<br />A , 2
<br />/ I � 2 8
<br />ii
<br />�9 I?
<br />(I - � � - - . -
<br />�� I [ 1/4' Shim
<br />IX (�) - '�, --- _____Z_.
<br />//, f ��
<br />__
<br />.!i 8 ,8 0
<br />- -
<br />I
<br />. � ' f
<br />I ." I space Max.
<br />----- __
<br />-
<br />, -------- $. -
<br />- - � 1'
<br />//
<br />____ li? �.�
<br />�
<br />ri
<br />� 1. -
<br />� I
<br />i i
<br />! ___4_0 ___A
<br />�
<br />6 il r,
<br />" 17
<br />See No." ,,, One By Wood
<br />F, H, For ca,,t;rl / -1
<br />F �
<br />F_'�'
<br />.
<br />. I I � ' '
<br />1 t
<br />sc, __ - <;,
<br />�1.1 :�
<br />/
<br />I L
<br />Buck By Others i'i
<br />iNDtL 4.a) Z
<br />I I
<br />I
<br />: cco By i I
<br />. j Stu -
<br />nthli J Shim As
<br />� I �
<br />R
<br />I ___ /
<br />Nyte 0) I =L I
<br />ad Seal Between Window
<br />/
<br />-
<br />V a
<br />Seal Between
<br />Wood Buck & i i
<br />l
<br />peci'of,
<br />4
<br />Fl __1
<br />o'qiz and wood Duc�
<br />�
<br />�s
<br />§ -
<br />me I 0 1 ,`t E 9 S
<br />i
<br />I Pi,r mptp. ` (Note I.Q>
<br />� ;
<br />r Seat Br �� I
<br />a ;y
<br />�
<br />__ (Note 2.a & 2,1a.J�)
<br />- -
<br />- Bysd�hepesnng fe
<br />3- - .1i
<br />(Note 2'a & 2"OLII) o 9
<br />. e ,_j �
<br />� Eth r t '
<br />i I
<br />I. By Others
<br />Perit,ieter Sea _j
<br />exceptlonlir oirtPq <N.Qte 2LQ & Z11o'j')
<br />Al "'in7x" `MIrP-)Ty*p1t`1n H-d Jle�'
<br />-.9
<br />E
<br />9,
<br />I � H
<br />(N toe
<br />Q, 2 c
<br />6
<br />Frame L 2 b;i) 6 Ruck
<br />Height
<br />.,.d
<br />,i
<br />� f ao, .f,#, ,.f.d..ji, Frame Width
<br />--N*� 2) 6' 4- QTyp, I, J.rb f 12' -
<br />(F W.)
<br />Stucco By Others I
<br />�
<br />i I ; I f
<br />Heigh-, _ I
<br />(F H.� (B H.)
<br />r,191, .;,id....
<br />11
<br />N M b
<br />* 1:
<br />I 8
<br />/7)
<br />11 2
<br />SECTION D-B
<br />a, "
<br />.�
<br />�
<br />�
<br />i Pierilete r.1
<br />ELEVATION
<br />1 I'l- F
<br />H
<br />I Seat B" � ,
<br />I . y .
<br />VIEWED FROM EXTERIOR
<br />'�onc,,etp or t4 L E
<br />� Q-,hers .
<br />; . . -
<br />; I
<br />q (Note 2.a
<br />.
<br />� e� 2 WD _\ I Interior
<br />,v--
<br />oi_iarifirstollcton for Concrete Screws per Notes Ill & W.
<br />ties Of Con-t. Screws per im,it.h.ii- Chart on shest 2. -
<br />,
<br />Masonry Opening 2 iz
<br />By Others
<br />-
<br />i ; - - -
<br />� \ A ---I--- Finish By
<br />irisliallub- of 410 Wood 5cle.s in Strvciurol Two By Wood Dl,tk v
<br />Y. I 8
<br />I
<br />� -
<br />� : I Others
<br />/
<br />L
<br />pi�ir Nrit�s (K), (L) & (M). . ,,
<br />1i
<br />5t
<br />I
<br />I
<br />� I
<br />, i
<br />PARTS LIST I � �
<br />.. "..
<br />i Head FlangleFrame
<br />� e I]
<br />2X4, 2X6, �X8 A 1, 1,
<br />t q `7 Iq
<br />I -
<br />____
<br />2 Sill - Flange Frame �
<br />3 Lam� - Flange Frame
<br />.4
<br />oo 3Z kit
<br />\� IQ lu
<br />,
<br />4 9 5 Not Used
<br /><Note 4.b and 0) .U"dw I
<br />I
<br />IV 1:y , . 11 -
<br />I I 1
<br />\
<br />1--3/8,
<br />6 GlazIm Bead M n, Emb , '__)�D
<br />7 Glar.ing See Note
<br />- ,
<br />- I 1�7 1� Iq
<br />,I
<br />IQ Iq Iq Ij
<br />- (B) and (C)
<br />a 3/16' US, Flat Head Concrete Screw with minimum working bad in shear of 180 Ibis at 1 Uzi'
<br />1_.1___.__1__.___1 SECDON
<br />M�'
<br />_�
<br />A -A (ALTERNATE) - I
<br />11
<br />- � I _. _ - 1__;:�
<br />embi
<br />bs;� (I I on Sheet 2 and Note 7 on Drawing FLEX20100.
<br />For installation
<br />with two b -+1+ I
<br />'�
<br />Seat betweericwl,olcl- "Frec:ast Sill lay others, i
<br />t Head .1 I
<br />9 #10FIam"nI=a`1IT pping Screw with am nunum embedment of 1 -W Into "Structural wood bucks.
<br />Two By Buckor Fraii See Note (K) on Sheal.2 and Note8on Drawing FLEK20100.
<br />Similar for 5eQt;QO Deft: 115/07
<br />ftarge & pre ast sill Conrigarations may vary.
<br />B-D
<br />(pgt 5h9wo) Spille: FITS
<br />,
<br />w/VvIkem 116 aciresive
<br />Pro" Dili, PJA
<br />sealant or approved equal.
<br />Crecluse Rr. JH
<br />(Note 2.1c�:)
<br />E
<br />-
<br />Robert 3' Amorissio, P.E.
<br />GENERAL NOTES
<br />FIL License No. 49n2
<br />(I to 15) See General Notes Or -wing FLEX20100, Sheel I & 2,
<br />ill"Its
<br />I ....... !
<br />,A) Milestone Series 1OW Fixed AJUM[num Window Is shown. AJso applicable to Sones, 2000 Fixed Numinum Windows.
<br />,
<br />0 ,% or.
<br />,
<br />(0) Drawing applicable to Non-ImperA Resistant glazed windows,
<br />1.
<br />(C) Production Glaring may differ from that tested - allowed by ANSI/AAMAINWWDA IIIII/I.S. 2,1011I.S. 2/NAFS or AAMAIWDMAJCSA
<br />.,.
<br />. 11
<br />1
<br />101ILS. 2/A440 and applicaale Building code. See Nola 12 and 13 on Drawing FLEX 20100 for further details. DTS(IMMER: The purpow. of this installation drawing Is to present the .
<br />(D) Far Fastener 1,oration & Quantities see Sheet 2 of this drawing. See Note (H) regarding deviations. manufacturer's recommendations for anchorage [i.e., concrete screws, wood
<br />"7
<br />(E) Coi screw edge distance measured from edge of ocincretWiriasonryltiock to centorins, of concrete screw Must met or exceed 2
<br />tapping Vulkern Structural '.� I -
<br />screws, screws and Adhesive (or other approved
<br />114 .'. Minimum size and embedment Per Parts List. See Note (H) regarding deviations. equal) as applicable] to achieve the design pressure specified on the
<br />(F) Wood or tapping screw edge distance measured from edge of wood to centerilms of wood or tapping screw must meet or exceed 1'.
<br />� . ........... *. 0 "
<br />.
<br />Minimum size and emboximent per Paris List. See Note (H) regarding deviations.
<br />fenestration product as required by the 2D01 Florida Building Code (FBQ, ....... . . I., ""
<br />(0) All field supplied rioles in trie frame ilf, required) will be 3116-m diameter for 3/16" diameter concrete screws and #10 wood screws Section 1707.4.4, 2004 FIBC-Building, Section 1714.5.4 and the 20i
<br />I
<br />(H) Any deviation less than the minimum requirements stated must be approved by the manufacturer
<br />or engineered by'other' Design FBC-Resiclemial, Section R613.6, Recommendations regarding flashing,
<br />Drawing No. FL �7110
<br />professional In accordance with the applicable Building Code and Product Approval.
<br />sealing, sealants or other joint sealant practices does riot constitute a warranty
<br />I 1
<br />either expressed or Implied.
<br />Sheet 1 of 2
<br />1
<br />.
<br />Sheathing V Min. Frame width A - I
<br />- - Embealment GENERAL NOTES - Buck Width I 4_
<br />Seal Between (Wood Screw) Two By Wood (I to 15) Sea General Notes Drawing FLEX20100, Shoot I & j. 0, X . � 1Z
<br />0 - 8.
<br />0,
<br />- -_ � L-�
<br />Window Fin & by Others 2. 1 C 1 in
<br />-C
<br />Sheathing (Note 4,b> (A) Milestone Series 2000 Fixed Aualnum window is shown. , , M "4 'R 21 r ,I
<br />w t" .
<br />12 9 P 'R .
<br />(Note 2.a & 2.c.0 VI a
<br />I r
<br />Alm apialicati4e, to Series 1000 Fixed Aluminum Windows. (u
<br />(8) OnswIng applicalclato NorHmpact R,aisialem glazed do a, " � I F
<br />.. � A
<br />W /
<br />/f,
<br />I'
<br />� 0
<br />___ . . I ..''
<br />Shim As Req'cL windows. :7,,�;I 1 i - I 9
<br />- �
<br />Exterior � :r � . �. / // 1/4' Mo.. 1 1 i
<br />, 10 (C) Production Glazing may diffar from that tested as allowed I 8 i
<br />.1 - � (Note I,b>
<br />- . - 11 by AN$1/AAMAjNWWDA 101/I-I. 2, 10111-5. 21NAFS or I I Fastener i
<br />Finish � I I
<br />By Q-triers I � . :.. . . / I spacing li; ,
<br />17-.;_ _ I-- .- AAMA(WDMA/CSA 101A.S. 2/AW and applicable Building ///,/� i I p I
<br />. .. r I (See BeLow) !
<br />. Shim ,,.O� Code- See Note 12 and 13 on Drawing FLEX 20,100 far furne I
<br />I
<br />4--1 I R �
<br />I ,� . . � _
<br />_ --- - . .- I details, Frame I EquaLty Spaced I
<br />/
<br />I 1, I I ______'_� (D) For Faisteref,9pacing see Elevation View I
<br />/
<br />oin.9beet and & Buck I
<br />Pe,rl�etei .. I Notes (L) & (P) on Sheet 2 of this drawing. Soo Note (H) Height - .---.-, Fasteners (Typ�)
<br />I V
<br />�//
<br />f
<br />//�
<br />'; it B regarding deviations, .r
<br />I 20. y ; ! a. .
<br />- :
<br />Othr (E) Wood screw and nail withdrdwal vaivirsulsed to generate i
<br />� ! § § I fo
<br />B
<br />(Not!, 2a I the fastening requirements are based on Spruce-Plr�Fur with
<br />. ! j
<br />B i N a B:
<br />.
<br />& 2 C.0 I a Specifi; Gravity of 0.50. See Note (H) regarding deviationa. I I If .6 . I I
<br />L
<br />_n ,�
<br />(F) Wood or tapping screw edge distance measured from edge ---f
<br />- . - - - r 9-1 -N
<br />-
<br />I
<br />of wood to centerfiris of wood or tapping screw must Meet or I Zi
<br />Framis i i i
<br />6 A ---j
<br />Bu ,-k exceed V. Minimum slze and embedment w Parts List, See
<br />N
<br />Height ELEVATIO 1 �_4-1/2 1 it A ,-
<br />- Max,
<br />I
<br />fF.H.) I Height Note (H) regarding deviations. VIEWED FROM EXTERIOR (Typ�)
<br />) (B.H.) (0) Nail edge distance measured from edge of wood to E j I
<br />(D
<br />/ 2 ;
<br />I centarlins of net I must most or exceed 2/16' or 5 times Shank Head, Sill 11i Jamb AnchQr ,e .51 'a
<br />SoaCirlcl I I
<br />/
<br />I Diameter, whichever Is larger Minimum size and em.badment -
<br />I
<br />Perimeter In'terlor Parts Ust See Note (H) regarding deviations DL5CIAIMER: Tim ii� a
<br />Seat By Finish Wood Screw - TO 70 PSF D�P,, 18' D.C, Max. xxxxieddftwobliscr 9 I
<br />/� By U-thers I (Z Any deviation less than the minimurn requirements stated drWis, a w vi� ft 0
<br />'othee
<br />I
<br />Othrs - must be approved by the manufacturer or� engineered by j.i
<br />(Not , 24 . Design Professional in accordance With the applicable Building Nall, lao.1-indlitiow, r. I q
<br />I
<br />& ,2.CJ) 1 61 PSF TO 70 PSF D.P,t 5-1/2' D.C. Max� .d..x R.., .w -, I ,
<br />I Code and Product Approval. 51 PSF TO 60 PSF D,Pl 6-1/2' OZ. Max, twolmsciiiiis,-rd-ftle, �
<br />1--_::�C__ � ,
<br />L__ - - - �� t (1) All field supplied h9lers in the frame (Ifrequirm) will be W161 �(_ - d-W P--
<br />.
<br />I I
<br />.
<br />D, . , I 11 Ill . in diameter for #8 wood screws or (he shank diameter of the 46 PSF TO 50 FSF D.F%� El' 0,C, Max, R-T,W - sxt f.w.t.ax,
<br />, I �� 41 PSF TO 45 PSF D.P�l b-112' 0,C Max p,suoisnopirsdityve
<br />8, - . Ship, As Req'd. nail rounded up to the next standard designation drilli bit size. 20DI Holds B.4.9 coo I ti
<br />I
<br />11 - I 1/4' Max. (Note 11b) 36 PSF TO 40 PSF D.P,, 9-1/2' O,C� Max,� M� I
<br />- ____ (J) Wood Screws and Nails 6H,61,4 NOT be mixed to fasten the W , Soalei t7ai 44, M4 I
<br />Exterior I TO 35 PSF D,P,� 12' QZ Max, _, 1,
<br />Finish -----____ 77�� 1 - - - a -
<br />. I ...".1414'W", �ItA"ZID04
<br />I ,
<br />g � g
<br />I
<br />I
<br />_ I by Others Filic-Resdamat, 5saw 't
<br />gy Otheirs �-r I I
<br />,� � . . . I - - � <Note 4,b� All -1 R613A. lexxmmwWw`J_ _R__
<br />I � . I nsl fell"11% -1,19, -91 9,;
<br />_� Min .
<br />.. ,. I
<br />'. 7 1
<br />. I Frame Width I .o.b.lit,apift-la, M - -
<br />I
<br />-
<br />- Shim As Req'd� Wo- - - __.s." Z - �
<br />Buck Vicith 1/4' Max� (Note 1.1o) Two By Wood Centerkine of ! li wixerity w. exprexali
<br />(F.W. & 1H,) �- by Others F i . Illipsed,
<br />ee'
<br />Seat 3et-ein r lNote 4,b) I _1!i=_
<br />w '
<br />0 11
<br />, ,low Fin �
<br />WI, ii. ti`�z I 1' Min. - Deal: 1/9/07
<br />'
<br />/ !
<br />,.at
<br />Sh.c.-thing dm Sheathlrig I Scale; NTS
<br />I t
<br />(Note a.0 & 2 Ell) ; Drom Ry� RIA
<br />(Wood Screw) I
<br />i
<br />Sheathing ,1� By Others I .
<br />Checked Dr. Ill
<br />By Others I
<br />_
<br />- 1E
<br />,�_f
<br />� I Robot). Amwiloo, PA.
<br />,
<br />PARTS LIST 3 ; V Min. Ft. License flo� 497S2
<br />I
<br />i I E bedrient i
<br />--- -
<br />i I <Wood Screw)
<br />'it-jiFin
<br />Frame . ,g��..J*
<br />2 - 7 --�� Attac . . 0
<br />3 Jamb Fin Frame I 7 �
<br />WZ" t I ment
<br />- .1i", *
<br />- -_ - _�
<br />. . I I I
<br />. �
<br />4 Not Used . . � ____ Fin ! ".
<br />5 NotUssed .� I . : � :. , . . : : � _�If . . I -
<br />I I .1, .. . - I .
<br />��& E= .
<br />__:�'L I I ,
<br />6 Glazing Bead 'L.. ;:.,, _ .11 � X
<br />: Seal Between q
<br />I
<br />� ,,, � , : -
<br />7 Glazing - See Note (8) and (0) .
<br />8 #8 Pan Head Wood or T91212igg Screw with a minimum embedment of V into ,� L .:: , � � . . , ',_ Window Fin & Wood Screw or Nail Head must be ... ..
<br />.. I .
<br />-.--.- . � - � "_ Sheathing in full contact with Attachment Fin, Z.."..
<br />the structural wood substrate. Sea Note (K) on Sheet 2 and Detail A on this I 11
<br />(Note 2�o & R-r1l) Centerline of fastener shall be .".
<br />Perimeter i
<br />drawing and Note 4-b & 8 on Drawing FILM0100. approximately 9/32" from edge of " ..... . ...
<br />Exterior
<br />9 Rpuirlcl Head Deformed Shank N211 with minimum 0.1 13"diameler (1 1 GA) and Seat By
<br />Othm; Finish Attachment Fin.
<br />SECTION B-B
<br />(N) on B, DETAIL A Drawing No. FLEX27120
<br />minimum writiodmarit of 11-7,8" into the structural wood substrata. See Note (Note 2,
<br />Sheel:2 and DoWIA on this drawkigand Notes 4.b & 9 On Drawing FLEX201,00. & 2, c. I ic)' Sheet I of 2
<br />.
<br />Seat Between
<br />Wood Buck &
<br />I
<br />9
<br />�
<br />M ir
<br />Masonry Up ning
<br />� Frame Width
<br />Frame Width
<br />in I
<br />Seat Between Window I
<br />- By Others
<br />I '
<br />Flange & Wood Buck , I
<br />(Not. 2,. & 2.1b.0
<br />A 7
<br />A
<br />i
<br />�
<br />..
<br />r 0, 1.
<br />V .,i A I. P
<br />iNote 2.0, & 2,10.0
<br />-
<br />- UI
<br />- - - -
<br />___
<br />�
<br />11,14 ";i , -
<br />I !� -6 _:
<br />-7
<br />91
<br />Buck By Others
<br />-
<br />____�_
<br />_�55
<br />. �i
<br />11 0
<br />Concrete Or
<br />Masonry .
<br />Opening By
<br />'i,
<br />V/r
<br />/
<br />I ,
<br />rw- �/
<br />_� //
<br />X
<br />: 1 .6
<br />! 2
<br />r- ; � -� Frame !i 8 A .9
<br />9 � 3
<br />Others
<br />'Note T) %
<br />I
<br />/
<br />/
<br />/
<br />�
<br />, ,
<br />5 8 I
<br />I r,
<br />I
<br />B E3 -3 -
<br />Exterior Finish ,
<br />"i ____�
<br />/
<br />I
<br />I I
<br />� �
<br />�
<br />i5 �Q
<br />By Others
<br />4
<br />6 1-1/4- Min.
<br />II
<br />X
<br />� I � L Embedment
<br />,�
<br />\
<br />a
<br />I
<br />- J
<br />A __j
<br />EXTERIOR ELEVATIO A ---J
<br />,
<br />§ g t
<br />.
<br />1 __,_________._________1� -
<br />I . -
<br />- _><'_j j i
<br />. I I �
<br />,,i E i Ill
<br />3 - 9 X
<br />-
<br />11
<br />Buck Width
<br />I -
<br />! L 1/4' MOXI
<br />I Shim Space
<br />P
<br />\.�d, I
<br />- (B W.)
<br />,
<br />1-1/4"
<br />9 ;1 I t t
<br />IL
<br />Min. i i i It 8
<br />I
<br />Perrreter Sea,
<br />By Others I 1
<br />i Shim As
<br />I
<br />1/4" Max - �- Embedment
<br />Shim Spope
<br />=
<br />J1 6.6
<br />9 ,
<br />9 ,N § %
<br />(Note 2�a & 2161D i (Note Ird)
<br />i
<br />Frame 1.
<br />Buck By Others I . a I
<br />Shim As Req'd. (Note 4,a)
<br />I
<br />il
<br />�ielght (D
<br />(Note I.a)
<br />.
<br />ff � , j
<br />(�)
<br />'F
<br />,1 MO 7 8 Buck
<br />11 Height
<br />111 (B�R>
<br />GENERAL NOTES
<br />3 1 4 _�
<br />. "I
<br />0
<br />Z
<br />,,,
<br />,
<br />I
<br />I
<br />!
<br />I /- Shim As Req'cl,
<br />� (Note La)
<br />(I to 15) See General NOW Drawing FLEX20i00, Sheet
<br />1 &2.
<br />(A) Milestone Sales 1000 Deregrar Fixed Aluminum
<br />'7
<br />Seat Between I
<br />I I I
<br />Masonry Op"Ing I #
<br />Perimeter S .
<br />Window is shown. Alm applicable tD Series 2000
<br />I
<br />� 4
<br />va
<br />By Qt ers
<br />(Note 112. & plo-il) i lk I
<br />By Others -
<br />(No te 2,0 & i.11) I
<br />__ - i
<br />- ---�
<br />Designer Fixed Aluminum Windows.
<br />(5) Drawing applicable to Non -Impact Resistant glazed
<br />windows.
<br />(C) Production Glazing may differ from that tested as
<br />r
<br />Perimeter Seat ---
<br />By Others -
<br />(Note 2,o. & 2,1o.11)
<br />�
<br />Seat Between tat &1&.1
<br />Window Flange k
<br />& Wood Buc�
<br />I ,!�_� �,
<br />I
<br />L
<br />allowed 17Y AMI/AAMIaWNWINDA lot/[.$. 2, 1011I.S.
<br />-, concrete
<br />Exterior Finish
<br />Q e � & a rb. ,,, Im - -
<br />� 1/4' Max.
<br />ZINAFS or MPWWDWCSA 10111.5, 2/A440 and
<br />---
<br />Or Masonry
<br />- Shim Space
<br />Seat Between _
<br />Vindo w Flange . L
<br />applicable Building Code. See NOW 12 and 113 on
<br />Drawling FLEX 20100 for furthirdistaft.
<br />By Others
<br />Opening By
<br />- Frame Width - m Others
<br />(F. W,)
<br />6
<br />.
<br />�
<br />. -
<br />- :L-
<br />older 1/9107
<br />L Wood Bu.k ,�
<br />I
<br />(D) For Fastener Location & Quarl",ati sea Sheet 2 of
<br />this drawing, See Note (H) regarding deviations
<br />SECTION 6-6
<br />Sots: "
<br />01,11,1011, Wr.
<br />(Note 2.. & 2.1o.11) \ -
<br />- 1-1/4" Min-
<br />(E) concrete saw "a distance measured from edge
<br />of concretelmasomy/blook to centeftis of concrete
<br />PARTS LIST
<br />RIA
<br />I cirecisaill By!'IN
<br />Embedment
<br />sor" must meet or exceed 2 1140. Wrilimm size
<br />1 Head - Flange Frame
<br />Robert 3. Amorwisir P.E.
<br />Concrete r
<br />U L. One By Wood
<br />Masonlry
<br />and embedment par Paris List Sea " (H)
<br />2 Sill - Flange Frame
<br />Fl. License No. 49752
<br />Buck By Others
<br />Seat Rictw- opening By
<br />Wcool buck 8, (Note 4,a)
<br />Others
<br />regarding deviations.
<br />(F) Wood or tapping screw edge distance measured from
<br />3 Jamb - Flange Frame
<br />__
<br />4 ji0i: Used
<br />Allilgilil
<br />....... ; 41
<br />.
<br />Masonry Dpenirig
<br />By Others �EQTIQN A -A
<br />iNote 2a & e.laiu
<br />edge of wood to centerine of wood or tapping screw
<br />must meet orr exceed V- Minimum size and
<br />5 Not Used
<br />6 Glazing Bead
<br />. -4,
<br />.. '.W
<br />..., ,
<br />% &
<br />embedment per Pads List See Note (H) regarding
<br />7 Glazing - See Note (8) and (C)
<br />.
<br />I -
<br />DISCLAIMER: The purpose of this Installation drawing Is to present the
<br />manufacturer's recommendations for anchorage (j,e., concrete screws, wood
<br />deviations
<br />(0) All field supplied holes in the frame (if required) will be,
<br />8 3116' Dia Flat Hesid Concrete Screw with
<br />minimum working load In show of 180 lbs at I
<br />.
<br />i I
<br />screws, and tapping screws) to a0leve the design pressure specifted on the
<br />311 61 In diameter for 3116" concrete screws and #10
<br />114"embladmand. See Note (1) on Sheet 2 and
<br />%
<br />Fenestration product as required by the 2001 Florida Building Code (FBQ, Sal
<br />wood screws.
<br />Note 7 on Drisiving FLEX20100.
<br />.... ...... .,,,
<br />., 0
<br />,
<br />1707,4A, 2W FBC-Bu!Wkq, Section 1714,5.4 and the 2004 FEIC-Residentialir
<br />(H) Any deviation leas then the Minimum requirements
<br />9 #10F t q, IN or Ta in Screw with a
<br />. _.j�_ti --..-..---- .
<br />'.
<br />1. , "'
<br />- *
<br />SlactionR613.6_ Recommendations regarding flashing, sealing, sealantsor Other
<br />stated Must be approved by the manufacturer or
<br />minimum embeftent of I-W lrrtc,;��trucwral
<br />joint sealant prtictioll does riot constitute a warranty either el,pressed or imphed.
<br />engineered by 'other' Design Professional In
<br />the Building code
<br />Two By Suck or Framing'. See Note (K) on
<br />D Ing No. FLEX28110
<br />- - -1
<br />accordance with applicable and
<br />Sheet 2 and Note 8 on Drawing FLEX20100.
<br />rr"
<br />ProductApproval.
<br />Sheet I of 2
<br />.
<br />I
<br />_ 1. ... ... 1".. _... -...-- - _1_____.___...__1_. ____11____.__ ... ----.-.---, ___.1__.__
<br />FASTENER lNffMLATWN INSTRUCTIONS - REU7110
<br />313LAV DIUL CONCRETE SCREW WITH NON-97RUCTURAL ONE BY WOOD SUCK:
<br />(1) Where window is Installed In an opening with a non-stnucrural one by wood buck for the head and �ambs and masonry or concrete sill, installation is as
<br />follows;
<br />- At the head and jambs, use a 3/16'ifiamneter concrete screw of suffident length to achieve minimum embedment of 1-1/4"iro masonry or concrete- See
<br />., Parts Use an Sheet I of this drawing for concrete screw size, embedment and load requirements. See FLEX20100, Note 7 for additional aricnatia screw
<br />requirements.
<br /># At the sill, apply a Structural Actieiiive Sealant for the full length ofthe Sill meeting the requirements of Note 2,bJ on FLEX20100.
<br />(3) Cor,crete Screw installation fasteners shall be spaced as Follows (see Elevation Vlew an Sheet 1),
<br />- series 1000 & ZWO head & jamb%
<br />1
<br />1) 5" max from each comer with remaining quantity OF fasteners evenly spaced between the comer
<br />fasteners,
<br />ii) See Corcreto screw, Installation Chii,i-t at left for 0antidim of fasteners to be placed in head and jambi -/2\
<br />ill) MaximumDeiiNn Pressure for thisiristallaltar, s,70psf.
<br />w) Tolerance is +/- I'. This tolerance is applicable to the evenly 5paced distance.
<br />) Comer dIstanal measured from tip of frame.
<br />Al Vv I) For wir,dowis greater then W wide; all I .heights and windows less than or equal to 12� high; all widths, siae exceptional In the RN*W section of
<br />the Concrete Screw Installation Chart at left.
<br />#30 WOOD SCREW WITH STRUCTIMAL TWO BY WOOD BUCK (see Section A -A, Afternate on Sheet 1. Similar for SoMir E-0):
<br />(K) Where window Is installed In an opening with a structural 1wild by wood buck for Me head and Jamb$ and a masonry or concrete sill, Irwtalladon Is as follows:
<br />- At the head and Iambs, use #10 wood screws Of sufficient length to achieve 1-31ir Min, embadmord Into ma two by wood buck. Ses, "Parts, Ligr ori
<br />Sheet I of this drawing for wood screw size and embedment. See FLEX20100, Note 8 for additional wood screw requirements.
<br />- At the sill, apply a Struciura: Adhesive Sealant for Me fill! length Of the Sill meeting the requirements of Note 2,b3 on FLE)Q0100,
<br />'<raw insta - 1'.
<br />W #10 Wood .11aftill fasteners shall be spaced as follows for all window sl;= (ses ifievolbri view on Sheet 1). Tolerance is ��
<br />This tolerance Is applicable to the evenly spaced distance, Comer distance measured from Up of frame,
<br />- Series 1000 & 2000 - hei
<br />i) to 45 pst 5" max from CO,TW a 17' ..c. max.
<br />11) 46 to 60 PM 5" max from comer & 16' o.c. Max Zh
<br />ill) 61 oi 70 psf. 5" max from comer & 15' o.c. max
<br />- SerIeSl00Q&20DU-)ai
<br />I) to,15 plifi. 5" max from co.vw & I'l, c�. max. ..
<br />11) 46 to 60 pilli! 5- max Firm comer& IG' o.c. in ZL
<br />111) 6t to 70 Psf,, 5� max from comer & 8� o.c. max.
<br />(M) Wood screws shall not be used to fasten assemblY into the end grain of wood
<br />DESIGN PRESSURE RATING & FSC CODE C014PUANCE
<br />(N) If exact Window s4ze ts not listed in fastener installation chart for concrete screw installations, use fastener quantity listed far next larger size Z�
<br />(0) Installations depicted in these mmuctions acceptable far desig n pressures to 70 PSF for the window sizes shown in the Chart Design Pressures (D.P.) am
<br />positive and negative. Overall win" assembly design pressure may be less than 70 PSF if governed by the glaring arid! sivill be determined in accordance with
<br />Note 13 of FLEX20100.
<br />(P) Prooticton Glazing May differ from Mat tested as allowed by ANSI/AAMAINWWDA JOIJI.S, 2, 10111.5. ZINAFS a, AAMA`WUNAjCSA 101/I.S. 2/A440 and
<br />applicable Building code. See Note 12 and L3 an Drawing rUD(20100 for further detail-
<br />(Q) Two by wood buck and/or framing at the need and lambs to be securely fastened to transfer the load to the Masonry, concrete or other structural substrate
<br />per the FBC and the ergineer of record's details as appllcaNe,
<br />(R) See FLE(20100, Not2s 10 to 15 for additional FBC Coce Compliance.
<br />A2
<br />________,_
<br />.
<br />� ,� -
<br />W � -1
<br />I
<br />� ,- � E
<br />t - 13 .
<br />, P T t �
<br />f q
<br />A 'r� 2
<br />�
<br />� T I A
<br />5 8 § -3
<br />1,-7 , �
<br />41 - I
<br />�
<br />K �
<br />- I �
<br />.
<br />I
<br />___ _,__._______
<br />FASTENER ][INSTALLATION INSTRUCT110"S - FLV=I.XC DEMON PRESSURE RATING & FBC
<br />CMECO14
<br />3/ IS- DIX CONCRETE SCREW WIT" NON-STRUCTURAL ONE BY WOW BUCK AND CONCRETE 61111ILD-DOWN:
<br />(R) Installations depicted In these
<br />(1) Where window is Installed irk an opening with a noirso-woUal we by wood buck for tbe head, sit and larribs, use a 311V' instructions acceptable for design pressures
<br />diameter concrete screw of s,,Iffaent length to achieve minimum embedment of 1-114� into masonry of concrete. See "Pads Use' to 70 PSF Design Pressures (D.P.) are
<br />on Sheet I of MIs drawing for wriciretv screw site, embedment and bad requIrernerlts, See FLM0100, Note 7 fix additional positive ano negative. Overall window
<br />Concrete screw requirements, assembly design pressure may be less than
<br />(3) Fastener spacing shall be Per Note, (N), (P) and (Q) below, that shown In Me fastener quantity table
<br />I
<br />and she be determined in accordance o(db
<br />#10 WOOD SCREW WITH STRUCTURAL TWO BY WOW SUCK AND CONCRETE BUILD -DOWN. USED WHEN TWO BY Note 131of FLEX20100,
<br />BUCK EMPLOYED IN LIEU OF ONE BY BUCK (THIS CONFIGURATION NOT SHOWN): (5) Production Glazing may differ from that
<br />tested as allowed by ANS1/AAM0il`NWV1QA
<br />(K) Where window is Installed in an opening wlth a structural two by wood buck for the, headi sill and lambs, use #10 wood screws of 10111S, 2, 101JI.S. 2/NAFS or
<br />suffident kingth to achievii, 1-3/8" min. embedment Into the two try wood buck, See ?arts Ust" orl Shear I of this drawing for AAMAMDMAICSA L011I.S. 2/A440 arid
<br />wood screw size and embedment See FLEX20100, Note 8 for additional wood screw requirements. applicable Building Code. Sea Note 12 and
<br />(L) Wood screws "; riot be used W fasten asserriNy Into the erk! grain of wood 13 an Drawing FLEX 20100 for Father
<br />(101) Fastener spacing shall be per Notes (0), (P) and (Q) below. details
<br />(T) Concrete Header at head and/or two by
<br />FASTENER SPACDiG (See Elevation Views an this Sheet)i wood buck arWor framing at the head, sill
<br />and iambs to be securely fastened to
<br />(N) concrete screw Spacing Shall be as 1501101M: bransfier the load In the masonry, concrete
<br />: $'maximum from each comer of head, sill or jambs, or other structural substrate per tire FBC
<br />everitylsoilloed between comer anchors M riot exceeding 15"o.c. spacing in head, sillorjambsofiquartancirde, quarter-dirde and Me engineer of records details as
<br />arch and half -fan configurations, or applicable.
<br />o evenly spaced between comer anchors bit hot exceeding 18v d.c. spacing in head, sill, or jambs or all other configurations not (U) See FLIM0100, Notes 10 to Is for
<br />mentioned above, and additional FBC Code Compliance,
<br />- tolerance is +/- I", and
<br />this tolerance is apPluble to the evenly spaced! distance,
<br />: Corner (balance measured from tip of frame ,�L
<br />(0) #10 wood screiii spacing shall be as follows:
<br />S' maximum from each corner of head, sill or lambs,
<br />: evenly spaced between comer anchors bit not exceeding 12" o.c. spacing In head, sil I or jamb5 for the following
<br />configurations,
<br />0 eyebrow
<br />a half -circle arch
<br />0 half -eyebrow
<br />Q octagon
<br />0 fi
<br />0 pentold
<br />0 fuji-circle
<br />0 half -circle
<br />gle
<br />a triarx
<br />0 trapezoid
<br />. 0 oval
<br />evenly spaced between comer anchors but not exceeding 9' o.c, spacing in head, sill or lambs for the following
<br />configurations,
<br />0 quanw-arclo
<br />a quarter -circle arch
<br />0 half -tan
<br />- tolerance is t1- I", and
<br />. this tolifienoe is applicable to the evenly spaced distarim A2
<br />(P) ; Comer distance measured from to of frame.
<br />pal in Note (N) and (0) above based on the use of either a concrete screw or #10 WOW screw as required for securing the
<br />window frame into the subarrata as forkwis (sea I Illustration this shtlelt)�
<br />-An
<br />: Concrete screw Into concrete or masonry using a non ictural One By Wood Buck.
<br />#10 wood screw Into a Two By Wood Buck structurally attadred to compete or masorry substrate.
<br />(Q) If configuration requires combination OF concrete screw and # 10 wood Screw in dither a head, sirl or jarnio, the lower of the
<br />maximum spacings above shall be used-
<br />CONCRETE SCREW INSTALLATION
<br />CHART
<br />I I �TOTIP
<br />�
<br />8UcK WE
<br />I-D
<br />1Av_
<br />TOMPSF
<br />TO 70 Per
<br />�melz
<br />K Ift, I
<br />4
<br />�41_ �-E_
<br />I 11
<br />-
<br />--T.-
<br />-
<br />i . 1-1,
<br />�__
<br />__ ',
<br />,
<br />. Vlii,,� 'is
<br />1
<br />.,a l,si,4
<br />F? ,M.F, Fa
<br />.
<br />7- -
<br />4
<br />3
<br />3
<br />i 4, "' �`
<br />I
<br />- i-1,111,11,!v-
<br />1
<br />-
<br />"""""
<br />I 1 1.
<br />__ _r.�;Visiz_
<br />,
<br />4
<br />4 -
<br />.1__.1._,f__. _.
<br />4
<br />.
<br />1114
<br />1 F4 �wn
<br />1,11.1a.71
<br />-
<br />4
<br />5
<br />I-
<br />I 1� .-
<br />� 1_..$TT*;1W1 1
<br />U 1..� -
<br />1. � 11 tyig�
<br />- -
<br />4
<br />'74' - __
<br />-
<br />__ __ G67�
<br />I7 , 7. ;,�_, � - -
<br />, , , a.
<br />=1 �
<br />��17---4--
<br />I ____1__,
<br />I (r- 1�
<br />.
<br />2 -
<br />a! .� 31:
<br />I r A t
<br />Z,R
<br />.3 c,
<br />ci, '� is
<br />8 .
<br />-
<br />91
<br />g - :� j �
<br />A c
<br />N 94 § f
<br />-.*3�,g
<br />I!: -0
<br />V 2
<br />I � E
<br />i a:
<br />� Ig
<br />2
<br />�26
<br />15
<br />'i
<br />2
<br />-
<br />W3,
<br />4
<br />1
<br />"�X.a
<br />pr.-4
<br />'Imm., .......
<br />� .... 641'.5ij
<br />37 W -
<br />Qi`N
<br />will -
<br />'i
<br />`1 ,
<br />__._1__,F
<br />3
<br />� 3
<br />_ � _ - -
<br />6� �'. V,
<br />7-.Tl-
<br />_ __
<br />, �;iiiT
<br />1 1.
<br />____`F.M_
<br />__ __,�Olf__
<br />-
<br />_-A
<br />_�
<br /> _1i___
<br />-1 __
<br />�
<br />__ __,7
<br />;
<br />"I
<br />'i
<br />u
<br />I- rm,
<br />Tlx?1
<br />.
<br />5 �
<br />----7q-
<br />� M",
<br />1�11
<br />I
<br />, �_')
<br />-
<br />____
<br />13171 -
<br />73,`25
<br />----- tr__
<br />5
<br />I
<br />11 �T__
<br />"
<br />I - 5__
<br />��
<br />_,�,
<br />� "
<br />'M -
<br />It',
<br />� " - �74*2Yi. "
<br />I-
<br />-7 'F
<br />. �"
<br />-1 � _.,.S__
<br />, ,
<br />__
<br />1�0 sd
<br />73.55 19 _
<br />'_ _,M�T
<br />1 �
<br /> 1-1 _. -
<br />__ 4�
<br />I � I
<br />__ 5,_",_
<br />'�
<br />3
<br />-
<br />3
<br />__ --,T--,-
<br />I
<br />,__ __ �_ _, _,.
<br />,
<br />�
<br />is
<br />Z
<br />2
<br />S
<br />I I
<br />I �
<br />I -ii
<br />'33
<br />"
<br />,
<br />` I I
<br />-
<br />g I
<br />2 i
<br />-. 1
<br />r,
<br />I III
<br />i
<br />1 12
<br />lZ,ill
<br />�
<br />, f- "
<br />s.,
<br />-
<br />___6iT
<br />-
<br />s
<br />�
<br />M76-
<br />0�_�`!;
<br />a
<br />2
<br />- ii:T____
<br />. ,
<br />...�s
<br />___iH;T___
<br />,
<br />I ea.37,"
<br />.-
<br />-
<br />�
<br />6
<br />s
<br />�
<br />3
<br />I
<br />- __ __
<br />� ..50�
<br />- IVIMV4 -
<br />- BU`9.8
<br />' -Itf,68 iA - -
<br />6
<br />- - 6 ___
<br />__
<br />� ---
<br />- 4 -
<br />1- �12 __
<br />.ill_
<br />--- ii -
<br />- i ( "
<br />M��
<br />I _ `0111 __
<br />� li&k- -
<br />__ �!`- -
<br />__ - - __
<br />- -- "� _------'__-
<br />6-
<br />a
<br />A
<br />'k 11-
<br />�� F0
<br />It 1
<br />1
<br />I
<br />i ��.v
<br />L_ -1`s_�A
<br />".��
<br />fil.17-.111k-
<br />s
<br />I
<br />�
<br />i
<br />__
<br />! 4.L Ll�
<br />"s",
<br />ii
<br />a
<br />�Q,.
<br />-
<br />I ,
<br />, :
<br />I ;
<br />� -
<br />11
<br />�
<br />1 106xl�
<br />I '.
<br />, I
<br />i0i7i -
<br />107,,11
<br />6mote-MF
<br />6- -,
<br />- 1,'Zierils,
<br />21- 1.1;
<br />Pole! 115/07
<br />Scale, NTS
<br />D- &r. PJA
<br />Checked or. Im
<br />. � ic.Zii
<br />l, - -iliGif'-
<br />,0,�� -
<br />�
<br />- , 13�f
<br />__
<br />---
<br />- !_;��
<br />. ;_gj,
<br />,
<br />i- 1 0i �,
<br />�_
<br />-��-.Vi V5i
<br />__ I
<br />-
<br />. .
<br />____ ____
<br />iij_p��
<br />3f- i-I -
<br />i 2N12
<br />ilit,11
<br />7(21
<br />! (� i a 1i -
<br />� Ll R11
<br />,� 1
<br />�;24_�31
<br />1 �,
<br />- - -
<br />I (� 1i
<br />'
<br />I- ill I
<br />,?r,.Zi
<br />-
<br />__7_�'�
<br />�f- 1 &2l
<br /> - F
<br />1-11-
<br />7tr
<br />�(&'
<br />-
<br />I - l� I., rr. 1,1 r, 10,9l'-.-
<br />1-1110 r - W�
<br />" �, . ..".611-1--r-
<br />�",
<br />_=P1111`r�'.�
<br />i�M_P�__,.C,_Ir
<br />X) ,_C. 8'lpt.v,i�.�trr"
<br />,�,, ril"
<br />__l_.i==M11
<br />_"`_"_
<br />W, ft
<br />V,no,�
<br />-
<br />mlin,` -
<br />" P'1�5�wl�
<br />Drawing No. FLW7110
<br />Sheet 2 of 2
<br />- Frame Width
<br />E",Fy
<br />%v;l
<br />___- Firitilin . - ----------
<br />5' M., _
<br />(TYP.) 'i
<br />- F -1 HEAD -1 Frame
<br />Height
<br />114"'y I
<br />111. 5' Mo.
<br />F..t-.. ,JAMB -1
<br />(IT) -, mp ) 1
<br />- - 511.1, I
<br />I _."� - - - ,__L I
<br />--T------ ----------- ---- - r� ---- �__
<br />�_ 511-yMp.).- �
<br />I- Ewrily -
<br />- sp.c.d
<br />po.t
<br />(TYPI)
<br />EXTERIOR ELDLAIION
<br />FASTENER SPACING ILLUSTRATION
<br />EYEBROW ARCH DESIGNER WINDOW SHOWN AS EXAMPLE
<br />EXAMPLE:
<br />HEAD (CURVED PORTION) SECURED TO
<br />CONCRETE HEADER, JAMeS OR SILL SECURED TO
<br />CMU AND CAST -SILL RESPECTVELY WITH ONE BY BUCK
<br />uSE 3/16" DIA, CONCRETE SCREWS
<br />AT 15" O.C. SPACING BETWEEN
<br />ANCHORS AND SPACED 5" MAXIMUM FROM CORNERS.
<br />- or -
<br />HEAD (CURVED PCRTION), JAMBS OR SILL SECURED TO
<br />T
<br />DER, JAMBS OR SILL)
<br />USE #10 WOOD SCREWS AT 12" O.C. SPACING
<br />SPACED 5" MAXIMUM
<br />FROM CORNERS, (NOTE: 12" SPACING FOR
<br />EXAMPLE EYEBROW APPLICATION. OTHER
<br />APPLICATIONS MAY REQUIRE 9" SPACING
<br />PER NOTE (0))
<br />4 ;�
<br />04 � '9
<br />21
<br />.
<br />V - R I
<br />liii4l � T � �
<br />A � i 6
<br />, I; r.
<br />11181
<br />�i
<br />-W .. I?
<br />I � D
<br />M
<br />da§2 I
<br />,a 12
<br />2sig Z
<br />49-g-u
<br />9 .;Z -8 cli
<br />; ,, t S L�
<br />Z � g ,9
<br />�- T
<br />10.900
<br />. it A c, B
<br />I I 10
<br />I I I I 9
<br />� . - A
<br />0
<br />.
<br />PM 119107
<br />r
<br />Scale: NT , I
<br />0- llr� RIA
<br />ChedwillbrOk
<br />Drawing No. FLEX28110
<br />Sheet 2 of 2
<br />FASTENER IFISTAILLATION INSTRUC1170NIS - IFILEX27120
<br />#8 WOOD SCREwrr
<br />(K) #8 Wood Screw must be of sufficient length to achieve minimum embedment of I" into the two try wood
<br />frarning.
<br />(L) Spacing of wood screws shall be,
<br />. 4-11T' max. from each corner of the head, Sill and Iambs, and
<br />. evenly spaced between corral, fasteners but not exceeding 18" o.c. spacirg for the head, silland
<br />jarnbs as shown in Elevation View on Sheet I of this drawing,
<br />. Toblaince Is +/- 11. This tolerance is applicable to the Evenly spaced Oistance. Z-2L
<br />4 Comer distance measured from frarrWilbuck width or height dimensoln cif frame,
<br />(M) Wood screws shall not be used to fasten assembly Into end grailn of wood.
<br />NAILS.
<br />(N) Nails shall meet the libifowing reViremerits;
<br />. 01 13" diameter or greater,
<br />0 suftent length to achieve minimum embedment of 1 7/8" into the two by wood framing
<br />(generally, nail 2 3/8' tenglith or greater shall meet this requirernerlit), and
<br />. helical (screw) or annular (ring) shank style only.
<br />(0) Manufacturer's nails meeting these requirements are (but not limited to) the following:
<br />. Paslocle, deformed st" nail, No. 404947, 404537, 650111 and 650148.
<br />. DurorFast deformed shank nail No. 325.
<br />(P) Spacing of nailis shall be:
<br />. 4-112" max. from each corner of the head, Sil and jambs, and
<br />. everhy spaced between comer fasteners and riot exceeding D.C. spacing for the head, sill and
<br />jambs as showri In Elevation View on Sheet I of this drawing.
<br />: Tolerance is +I- 1', This tolerance Is applicable to the eye" spaced distance. ZL
<br />Corner distance Measured from frame/buck width or height dimension of firairiv.
<br />(Q) Nails shall not he used to fasten assembly irrio end grain of wood.
<br />DOSIGIN PIRMURE RAT11116 A FSC CODE COMPLMNCE
<br />Lj
<br />C
<br />iiii, � i
<br />(IR) Installations depicted In these instructions acceptable for design pressures to 70 PSF With fastener spacing
<br />�. ,-
<br />i iz., D g
<br />shown the Eevation View on Sheet I of this drawing for the follomfing window sizes:
<br />. , � ,�
<br />-3rij �5
<br />- to 52 1/8" x 95
<br />�� d
<br />- to 63' x 80"
<br />� � =
<br />j
<br />. to 71' x 71"
<br />- to 73' x n'
<br />1 1 �
<br />F , .R 8
<br />1c:
<br />i
<br />. to $31 x 55 1/41
<br />-13 .
<br />8
<br />, , ;
<br />VIA i
<br /># to 95' x 49 5IS"
<br />01 j � I
<br />- to 119" x 37 3/8'
<br />r,
<br />Desigin Pressures (D,P.) are positive and negaCve, Overall window assembly design pressure may be less
<br />� �
<br />I I
<br />than 70 PSIF and shall be determined in accordenoe with Note 13 of FLEX20100,
<br />III. -
<br />(S) Production Glazing may differ from that tested as allowed by ANSI/AAMA/NWWE)A 10.VLS, 2, 101/7�S.
<br />2MAFS or AAMAj`WDMA/CSA IOIJI.S, 2IA440 and applicable Building Code, See Note 12 and 13 on Drawing
<br />. .0
<br />ILL .ill
<br />FLEX 20100 for further details.
<br />E � �-:
<br />(T) Structural two by wood buck and/or taming at the head,sill and jambs to be Securely fastened to transfer
<br />I I g J: .,
<br />the load to the wood structural subst,41te per the F8C and the engineer of record's details as applicable.
<br />See FILEX20100, Notes 10 to 15 for FBC Code Compliance.
<br />lid § _. _t5 �
<br />,
<br />§
<br />(U) addkional
<br />- ! f F.9
<br />15 a �1 �
<br />�4 ;,@ I.
<br />A -N -�L a iI;
<br />t 5 -B
<br />I 11 1 3:
<br />= � � 'I
<br />Z� -1
<br />- L3
<br />Date: 119/07 �
<br />Scale; FITS
<br />Drawn Fly: M
<br />Checked By: JH
<br />Drawing No. FLEX27120
<br />Sheet 2 of 2
<br />1. Min,
<br />,,, , r) --
<br />E , drip t
<br />, Seal, Behind Fin
<br /><W,rcl -.,-� (Note 2.o & 2.cJI)
<br />/ Build Down Shim As Req'd
<br />Sheathirij; By, Others (Note 1.1b)
<br />14
<br />- - Shl"4' Sl�'-.. /--(�e
<br />,
<br />, tic
<br />T 0 %OF,aming
<br />I
<br />- By at 's
<br />X, (Note 4.1a and T)
<br />_���
<br />.
<br />Frame Width 9-
<br />- __
<br />-I------ Buck Width ______.__ M � I
<br />A ir ,
<br />i -1� � 9-
<br />-----_ - ... I I
<br />- ::::�N - th 1.
<br />By Dtiners, -__ I
<br />SealeBehind Fin
<br />(�)_ 4Z/-<Not_ 2A L 2c.11)
<br />b 'T �, i
<br />I
<br />I
<br />aD --,,� , F - S im As
<br />, .
<br />L Z
<br />A
<br />I
<br />/i
<br />,a i "
<br />� �/Z-��-�
<br />rl, 1 2 Jig
<br />I � _T�.5z
<br />/ Frome m I
<br />-I
<br />'IN (Note 1.b)
<br />,
<br />E
<br />"
<br />, M Ill
<br />& Buck
<br />, I
<br />, .
<br />I' Min,
<br />Embedment
<br />, , Heignt .0 , ,i,
<br />B \ *
<br />11
<br />/
<br />I _L_
<br />I -
<br />-
<br />--- T�Ihlm
<br />( Wood Screw)
<br />`
<br />B C R �
<br />� .2 -i
<br />�
<br />� I Ex-�erlot Finish -/ I lz ,i`,a..
<br />-
<br />- ,--- Space
<br />Y, _mxrwrv;j
<br />I
<br />'- Sheat,thing
<br />� U.
<br />AV, 1!
<br />1�========9
<br />"I '*,\
<br />By Others
<br />- -
<br />1 9
<br />� "p, "",Y.",10-,t.,"t�,,,.-.r-,g,s eat -
<br />y
<br />�
<br />.S:
<br />.� 2
<br />A - I 9 l; A � ,6
<br />2 1 c It ,
<br />i
<br />Exterior Finish
<br />C . �:
<br />9
<br />Bu ck -01
<br />a-
<br />By Others
<br />Frame Width L
<br />.6 § 8
<br />EXTERIQR ZLEYATION §;j 7$ -
<br />W ?I I
<br />Height
<br />(B,K) .
<br />- Perimeter Seat
<br />Buck Width - BY Others
<br />g,
<br />,
<br />i i IF I i
<br />----
<br />Frome Perimeter
<br />(FLW, L R.WI) ',Note 2a & 2.c.0
<br />�i 83;
<br />.169
<br />Height __
<br />Se t 2
<br />(F,H.', By others
<br /><Note 2.. Shim As
<br />[
<br />I
<br />DISCLATMER; The purpos, of this installanorlikawinIg is to present I I 0 j N
<br />the rualnufacturees reLommerdizitions for andiciage [i,e,, wood In E f
<br />.
<br />Z7
<br />i & 2.C.11) Re ' -7
<br />'ead
<br />screws, tapping screws and nails] to aclikive the design pressure -9 I
<br />� if �
<br />I (Natal,
<br />. ,
<br />- . I
<br />.,.
<br />specified on the fenestration product as required by the 2D01 Flonds o
<br />z a
<br />�b)
<br />I
<br />GENERAL NOTES
<br />Building Code (FOC), Section 1707-4.4, �C04 ISC-Building, Section .
<br />i
<br />I
<br />i
<br />(1 to 15) See General Notes Drawing FLEX20100, Sheet 1 & 2,
<br />Milestone Sedes is
<br />,
<br />1714.5�4 and Me 2004 FSo-Rasidendal, section R613,& - I a
<br />Recommendations regarding flashing, sealing, sealants or other joint
<br />9 g
<br />_L_ - -
<br />-C
<br />(A) 1000 Designer Fixed Aluminum Window
<br />shown. Also malbable to Series 2000 Designer Fixed Xurninumn
<br />sealant practices does riot constitute a warranty either expressed or 8 1
<br />implied, Z 8
<br />Max.
<br />Windows.
<br />�
<br />� I
<br />1/4'
<br />r terlur Finish
<br />ii; thers ,1�1� Shim Space
<br />(B)Orawingappicable to Nom4mpact Resistant9ilized windows.
<br />i i ?
<br />I
<br />,
<br />(0) Production Glazing may differ from that tested (is allowed by
<br />ANSI/AAMA?NWWDA 10i/I.S. 2, 101tLS. 2/NAFS of AAMAJWDMAtCSA
<br />11
<br />.
<br />z
<br />I
<br />__1Z
<br />(D�)
<br />101114 ZIA440 end applicable Sirikling Code. See Note 12 and 13 on
<br />I __1
<br />- - -
<br />5
<br />_1_� \_
<br />By Oth ...
<br />Drawing FLEX 20100 for further details.
<br />(D) For Fastener Spacing 9" Notes (L) and (P) on Sheet 2 of this
<br />-7 F A" me A
<br />olL
<br />I
<br />(Nuit. 4,b andl T)
<br />drawing. .
<br />Min,
<br />SHEATHING ----------
<br />BY13THERS \- Seal Behind Fin
<br />(E) Wood screw arid nail withdrawal values, used to generate Me
<br />Centerflne of -
<br />Fastener .
<br />2
<br />1, (Note 2,a & 2.c.11)
<br />Min,
<br />fastening requirements am based on Sprace-Pirli with a Specific
<br />Gravity of 0,50, See Note (H) regarding deviations,
<br />____ -
<br />I I 08M, 1/9107
<br />e " __�_
<br />Emb oment
<br />(F) Wood or tapping screw edge distance measured frnm edge of
<br />seelft NIS
<br />(WoodiScrew)
<br />WOW to centerline of wood or tapping screw must meet or exceed 1'.
<br />I Drawn Or. R)A
<br />SECTION A -A
<br />Mirrimaim size and embedment per Parts List See Note (H) regarding
<br />Chedrad By: 3H
<br />I
<br />.1
<br />PARTS LIST
<br />deviations.
<br />(G) Nall edge distance measured From edge of wood to centi of
<br />Robert). Amor"o, PA,
<br />I R. Udansa No. 49752
<br />1 Head - FinFranne
<br />nail must meet or exceed 19,16r or 5 times Shank Diameter, whichever
<br />,
<br />2 Sill - Fin Frame
<br />3 5aft - Fin Frame
<br />-
<br />is larger Minimum size and embedment per Parts List, See Note (H)
<br />regarding deviations.
<br />.1 3wjrs
<br />- I e***- ,%
<br />FTI 7
<br />\
<br />4 Z�Used
<br />5 Not Used
<br />6 Glwl2g Bead - Rigid Vinyl
<br />(H) Any deviation less then the minimum requirements stated must be
<br />riginsered by 'other' Design
<br />approved by the manufacturer ore'
<br />Professional In accordance with the applicable Building Cbde ard!
<br />I - 11 m -, , "
<br />1 , %P"G4`1IlI�!s'%1
<br />. 1
<br />-e-1-r, .
<br />7 l$!"i - See Note (8) and (C)
<br />8 #8 Pan Head Wood or Tapp�qg Screw with a minimum embedment of I" into
<br />the alrutolivral wood suibstrate. See Note (K) on Shoot 2 and Detail A on this
<br />Product App-al.
<br />(1) All Said supplied Wes in the frame (if required) will be 3116"n
<br />dernew for #8 wood screws or the she* diameter of the nail
<br />to Me bit
<br />----,-
<br />*
<br />Wood SCrew or, Noll HeqiJ must be ., i q
<br />in full contact with Attachment Fin, ........... !,.- .1
<br />drawing and Note 4.b & 8 an Drawing FLE=1 DO,
<br />rourklod up next standard desoldlon drill size.
<br />Centerline of fastener shall be " .,x�l
<br />9 Round Head Deformed Shank Nail withminimum 0.113"diameter(11 GA)snc
<br />(J) Wood Screws add Nails SHALLMT be mixed to fasten the same
<br />-
<br />approximately 9/32" from edge of -.7-1-0.0�
<br />minimum embedment of 1-7ia' into the otructwiral wood rillostrate. See Note (N) on
<br />assembly.
<br />Attachment Fin. -
<br />Sheet 2 and Detail A on this drawing and Notes 4.b & 9 on Onswing FLEX201 00,
<br />DETAIL A Drawing No. FLEX28120 I
<br />E!
<br />I
<br />Sheet I of 2
<br />1
<br />- __
<br />FAMNER IMTA"TI(M INSTRUMONS - FIL02A120
<br />#8 WOOD SCREVIIS:
<br />(K) #8 Wood So" must be of sufffident length to achieve minimum embedment of I' fto the two by wood franning
<br />or the build -down framing component
<br />ng as :
<br />- 4-1/2" maximum from each comer of head, sill or jambill,
<br />- evenly spaced between comer Neteners but nut exceeding IW o.c. spacing in head, sill or iambs for the
<br />following configurations at design pressures to 70 PSF,
<br />0 eyebrow
<br />G half-cirde arch
<br />0 half -eyebrow
<br />0 octagon
<br />0 fan
<br />0 pentold
<br />0 full -circle
<br />0 half-drcle
<br />0 triangle
<br />a trapezoid
<br />0 oval
<br />- evenly spaced between comer fasteners but not exceeding 15' o.c. spacing in head, sill or)ambs for the
<br />ficilowing configurations at design pressures to 70 PSIF,
<br />0 quarter-cincle
<br />0 quarter -circle arch
<br />0 half -lien
<br />- tolerance is +I- 1', and
<br />- this toleram,ce is applicable to the evenly spaced distance. zt
<br />. Corner distance measured from Frame/buck width, or height digivension of frame.
<br />(141) Wood screws shall not be used to fasten assembly into end grain of wood,
<br />NAILS.
<br />(N) Nails shall meet the following requirements:
<br />* 0.1,13" diameter orgreater,
<br />- sufficient lengthl to achieve minimum embiximent of 1 7/81' !ntothe two by wood or build -down
<br />framing (generally, nail 2 3/8' length or greater shall meet this requirement), and
<br />- helical (screw) or annular (ring) shank style only.
<br />(0) Manufacturer's nalls meeting these requirements are (but not limited to) the following:
<br />:Paslode deformed shank nail, No. 404947, 404537, 6$0111 and 650148.
<br />Duro-Fast deformed shank nail No. 325.
<br />(P) Spacing of nails shall be;
<br />. 4-1/2' maximum firom each comer of the head, sill and jambs,
<br />- evenly spaced between corner fasteners but not exceeding the o.c. spacing in head, sill and lambs for the
<br />following configurations at design pressures 46 to 70 PSF,
<br />o eyebrow 5"o.c. spacing
<br />a haff-eyebrow 51 O.C. spacing
<br />a fan 6" o.c. spacing
<br />o half-Iiiin 4" o.q. spacing
<br />o full-cirde 7* o.c. spacing
<br />o half-cimle 6" o.c. spacing
<br />o half-orcle arch 6"O.C. spacing
<br />0 quarter-arde 4' O.C. spacing
<br />o quarter-drcle arch 4" o.c, spacing
<br />0 oval 12" o'c' spacing
<br />a octagon 7' o.c. Spacing
<br />a peril 511 ". spacing
<br />o triangle 5" o.c. spacing
<br />o trapezoid 5" D.C. spacling
<br />(P) Spacing of nails shall be (continued):
<br />- evenly spaced between comer fasteners but not exceeding the o.c. sparing in head, sill and lambs for the fuAlowing
<br />Configurations at design pressures to 45 PSF,
<br />o eyebrow 9' o.c. spacing
<br />o half -eyebrow 9' O,C. spacing
<br />o fan 9" oic, spacing
<br />I .
<br />a full -circle 11" o.c. spacing
<br />0 half-ceicle 91 D.C. spacing
<br />a half-drde arcin 91 o.c. spacing
<br />0, quarter-cir-cle 7" o.c. spacing
<br />a quarter -circle arch 7 O.C. Wearily
<br />0 oval 17" o.c. spacing
<br />o octagon 11" o.c. spacing
<br />o pentold 9" ox� spacing
<br />a triangle 9' Q.C, Spacing
<br />o trapezoid 9'o.c. spacing
<br />- tolerance is +I- I", and
<br />:this tolerance is appficabietp the evently, spaced distance. ZL
<br />Corner distance measured from firairrielbuck Width or height dimenteon of friarne.
<br />(Q) Nails shall not be used to fasten asgembly into end grain of wood.
<br />DESIGN PRESSURE RATING & FBC CODE COMPILLANCE
<br />(R) Installations depicted in these instructions acceptable for design pressures to 70 PSF With fastener spacing in Notes (L) and
<br />(P). Design Pressures (D.P.) are positive and negative. Overall window assembly design pressure may be less than 70
<br />PSF and shall be determined in accordance with Note 13 of FLEX20100.
<br />(S) Production Glazing may dftr from that tested as allowed DyANSIjAAMA/NWWDA 10111.5. 2, 10111.5. 2jNAFS or
<br />AAMAjWDKAi 10I/I.S. 2IA440 and applicable Building Code. See Note 12 and 13 on Drawing FLEX 20100 for
<br />further details.
<br />(T) Struictural two by wood and/or framing at the head, sill and jambs to be securely fastened to transfer the bad to the
<br />wood Structural Substrate per the FBC and the engineer of records details as applicable.
<br />(U) See FLEX20100, Notes 10 to 15 for additional FBC Code Compliance.
<br />F-mc Width I
<br />Buck Width -I
<br />E-nly
<br />Spccad
<br />� A-h- �
<br />\ �_ __�
<br />- HEAD /_1 I
<br />__ Fro me Height
<br />Buck Height
<br />e
<br />d 1-1/2 -
<br />'s " -,,,, ail, (Ty,�
<br />� I fe SILL i j � ,
<br />- -------- ,.,,, - -
<br />1 �� I
<br />,-1/2.
<br />-1 va . (T�'e� ��rty 1
<br />Spaced ,
<br />Arichcr�
<br />cryp.)
<br />E -) � I E IF1 � LRL E L -�,A! M1
<br />ANCHOR SPACING ILLUSTRATION
<br />EYE -BROW ARCH DESIGNER WINDOW
<br />-
<br />.
<br />U
<br />C .
<br />i� -
<br />,"� - 1
<br />. -
<br />a- IL 6 §
<br />t 1 � R P-
<br />�A-
<br />ik 12 �9
<br />. q8
<br />� �' j mli
<br />. V " � h
<br />x
<br />� A Q I
<br />. Z 5
<br />ir
<br />If _11
<br />§ E 9 � ;!
<br />2- "2 1: OO
<br />-d g §j �s 3:
<br />§ -�', 3 � �
<br />ti t� - -
<br />. 8 ; it `4
<br />F � gfl
<br />§W- A 1 i
<br />tj
<br />t! R I �
<br />2
<br />t �
<br />S X i�
<br />Z I
<br />Delta: 119/07
<br />Scai.: FITS
<br />WaWn 5)r RJA
<br />checked Br,,'H �
<br />Drawing No. FLEX28120
<br />Sheet 2 of 2
<br />a In M 0
<br />1i "t a ENGINEERING, ILILC
<br />P.O. BOX 3400
<br />Apollo Beach, Florida 33572
<br />Phone: 813.645.0166
<br />Fax: 813.645.9698
<br />www.donscoengineedng.com
<br />CA 25948
<br />1
<br />CD
<br />CD
<br />Ln
<br />2
<br />,u
<br />Z t.-
<br />-n CD
<br />1
<br />4 r-i
<br />ii U-1 V,
<br />In -4
<br />;?: 6 1-1
<br />d, Mo
<br />C3 >
<br />i a %.D
<br />< in to v
<br />M I
<br />Z
<br />CL
<br />ILLI rn N
<br />A�\
<br />X Ce 00
<br />< 0 00
<br />I.- LL i
<br />Y-7 Z X 'm
<br />cl� M,q
<br />I
<br />< CIL CID
<br />�
<br />Z E
<br />Z LLI M
<br />LU 3: F-
<br />_j ,
<br />LU
<br />Z
<br />C:)
<br />C)
<br />mi %D
<br />F_
<br />F- LU
<br />() LU
<br />=) =
<br />C) V)
<br />I
<br />0 <
<br />W >
<br />CL
<br />Uj 0
<br />v) LY_
<br />EL
<br />-*4.
<br />CL
<br />Ica
<br /><
<br />THIS IS A NON ENGINEERED
<br />SHEET BASED ON PRODUCT
<br />APPROVAL INFORMATION
<br />LOCATED ON THE STATE OF
<br />FLORIDA'S PRODUCT
<br />APPROVAL SITE
<br />THIS DRAWING AND DESIGN IS VAUD FOR 12 MONTHS
<br />AFTER THE DATE IT IS SIGNED AND SEALED.
<br />SIGNED AND SEALED FOR THE STRUCTURAL PORTION
<br />OF THIS DRAWING ONLY.
<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 />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
<br />"WD 1,92
<br />0')
<br />Ir-
<br />*
<br />(D
<br />Z
<br />0
<br />_j
<br />Z)
<br />M
<br />cr�
<br />Ir-
<br />C)
<br />N
<br />I
<br />C\j
<br />LO
<br />I
<br />C)
<br />co
<br />T_
<br />LO
<br />V_
<br />11, I , I - - - ____FI - ___ - __ __ I I I I I - A-1 i l�, I I ;I Ill I till. - 0, It I'lliaLki luMidiLli-juiIiiii Al Mulki-111-i �P.l 014i . I I I I I I I I I I A I 11 - ---- T_F___T_ . , . -
<br />
|