HomeMy WebLinkAboutAWD026_A Series FWSL_FWT_Impact_FL14431 2015 Fixed sidelight ANDERSEN CORPORATION Andersen,
A-SERIES SIDELITE &TRANSOM IMPACT WINDOWS-DOORS
100 FOURTH AVE NORTH
INSTALLATION NOTES: GENERAL NOTES: BAYPORT,MN 55003-1096
PH:
(651)264-5150 FX:(651)264-54B5
1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED m
LOCATION SHOWN,UNLESS OTHERWISE STATED. TO COMPLY WITH THE 5TH EDITION FLORIDA BUILDING CODE(FBC) m q^
IoNCLUDING HVHZ,2012 INTERNATIONAL BUILDING CODE AND 2012 V ag
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM INTERNATIONAL RESIDENTIAL CODE AND HAS BEEN EVALUATED p w Z p
NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. ACCORDING TO THE FOLLOWING: V ~>m
• TAS 201-94 y¢Z Z m
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN ATOLERANCE • TAS 202-94 w e Z p 2 w LL
OF±1/21NCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT TAS 203-94O u M
Q
DETAIL(I.E.,WITHOUT CONSIDERATION OFTOLERANCES). AAMA/WDMA/CSA 101/I.S.2/A440-05/08 vwj w w e m
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION • ASTM E1886-02/05 Q H w-J' TZ Q m
ANCHOR TO THE NEXT. ASTM E1996-02/12 w F
LUV¢ m NZ
Z LU _j Q Z
4. FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY,OR 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY,
DIRECTLY INTO CONCRETE/MASONRY,USE 3/16 INCH ITWTAPCON OF 2X AND METAL STUD FRAMING AS A MAIN WIND FORCE RESISTING -1 a CO w a
SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED HLU
LU m d
a PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF 1-
g 5. FOR INSTALLATION INTO 2X BUCK USE#10 WOOD SCREW OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF ti
SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INSTALLATION. H m n
INTO WOOD SUBSTRATE.
3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND o o v
6. FOR INSTALLATION THROUGH METAL FRAME USE#10 SELF-TAPPING ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
SCREW OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM STRUCTURE.BUCK DESIGN AND INSTALLATION 15 THE TABLE OF CONTENTS m : F ~
PENETRATION BEYOND METAL FRAME SUBSTRATE. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR
THE PROJECT OF INSTALLATION. SHEET REVISION SHEET DESCRIPTION v,
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, z
1 C GENERAL AND INSTALLATION NOTES ') OH
INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK VENEER,AND 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND Z
SIDING. MAY NOT REFLECT ACTUAL CONDITIONS FOR ASPECIFIC SITE.IF 0 3 N
SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE 2 B ELEVATIONS AND ANCHOR LAYOUTS H Zw j
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE REQUIREMENTS DETAILED HEREIN,A LICENSED ENGINEER OR /� O w o w
v/ a,
OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE 3 B ELEVATION,ANCHOR LAYOUT,&PRESSURE TABLE p Z wa w
RESISTANT COATING. WITH THIS.DOCUMENT. C o
4 B VERTICAL SECTIONS _ -1 p
9.FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT 5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED TO 5 B VERTICAL SECTIONS&GLAZING DETAILS w V) w Z
INSTALL INSTALLATION ANCHORS INTO MORTARJOINTS. PROTECTTHIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. W p O O
EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF 6 B HORIZONTAL SECTIONS L3 u a
g MORTAR JOINT INTO FACE SHELL OF BLOCK. 6. DOOR FRAME MATERIAL: PONDEROSA PINE OR EQUIVALENT
WITH FIBERGLASS CLADDING 7 B COMPONENTS AND BILL OF MATERIALS oLL w
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN (S.G.=0.40). $
€ ACCORDANCE WITH ANCHOR MANUFACTURER'S '" O
INSTALLATION INSTRUCTIONS,AND ANCHORS SHALL NOT BE USED IN 7. GLASS MEETS THE REQUIREMENTS OF ASTM E1300 GLASS CHARTS.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SEE SHEET 5 FOR GLAZING DETAILS. ci e m u
e SPECIFIED BY THE ANCHOR MANUFACTURER. m
S. DESIGNATIONS"X"AND"O"STAND FOR THE FOLLOWING: %%%�
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS X:OPERABLE PANEL WATER RATING PAIS51LE IMPACT RATIN %%�Q••,*
HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE 0:FIXED PANEL (` •.,.,��
FOLLOWING PROPERTIES: �� �•{,�
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. 9. CUSTOM SIZES AVAILABLE UPON REQUEST.CUSTOM DESIGN W7 WATER LARGE AND SMALL0.
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2700PSI. PRESSURE WILL BE ASSIGNED EQUAL TO NEXT LARGER STANDARD ,
INFILTRATION MISSILE IMPACT RATED
- C. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,GRADE N, SIZE. LL F.
TYPE 1(OR GREATER). V) 1
D. STEEL-MINIMUM YIELD STRENGTH OF 33 KSI.MINIMUM WALL 10.I14 ACCORDANCE WITH THE FBC,WOOD COMPONENTS SHALL HAVE y
THICKNESS OF 33 MILS(20 GAUGE) BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. �� v•••., ,
E. ALUMINUM-1/8"MINIMUM THICKNESS(6063-TS) 10.INACCORDANCE WITH THE FBC,DISSIMILAR METALS INCLUDING ''�//��y•••*pR������
FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM
UNIT FRAMING SHALL BE PROTECTED.
w m Q m Z
N Z y =2 U Z
OwcD
Digitally signed by Hermes F.Norero,P.E. \A/D026
y
Reason:I am approving this document YV
"
SHEET:
Date:2015.04.20 18:25:27-04'00' 9 OF 7
1
TRANSOM UNITS
Andersen
UNIT MAX. _
WIDTH 95.25"
D.L.O.MAX.
WIDTH 91.50"
F
6.50"MAX.FROM 14.00"MAX. WINDOWS-DOORS
5 CORNER TYP O.C.TYP
100 FOURTH AVE NORTH
BAYPORT,MN 55003-1096
M(651)264-5150 FX:(651)264-54B5
UNIT D.L.OL ro Y
MAX. MAX. Jo
HEIGHT HEIGHT 0 6 6.00"MAX.FROM�— Z o
27.25" 23.625"
Jew
CORNER TYP o H o oM
Zc vI m^1
INSTALLATION w G Q 2 X
ANCHORw16 o" o Q chi
E vlw�'p gym¢
F e j w
ELEVATION ANCHOR LAYOUT a a W a a o z H P
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lLN Q a
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UNIT MAX. co
{'- w,�m
WIDTH 95.25" a N m
g PANEL MAX.
WIDTH 92.875" F m
D.L.O.MAX. Q
WIDTH 84.00" o 0
g 6.50"MAX.FROM 14.00"MAX. m f 0
q CORNER TYP O.C.TYP
Z
UNIT PANEL D.L.OO Z 3
MAX. MAX. MAX. G 6.00"MAX.FROM 1-4 O u O
HEIGHT HEIGHT HEIGHT 6 O CORNER TYP0„ z a
27.25" 24.875" 19.50" H _ v
INSTALLATION > " Z
ANCHOR w w o
A u
4 ANCHOR LAYOUT
ELEVATION
e UNIT MAX.
WIDTH 75.25" ```%%%0
D.L.O.MAX. PANEL MAX.
WIDTH 27.00" WIDTH 35.75"
g 6.50"MAX.FROM 15.50"MAX. 0• t` bah
4 CORNER TYP O.C.TYP
n '•
UNIT PANEL D.L.O �� ��
MAX. MAX. MAX. G H
s HEIGHT HEIGHT HEIGHT 6 6 O 6.00"MAX.FROM CORNER TYP
27.25" 24.875" 19.50" Fw n
INSTALLATION <N z h =S v Z
ANCHOR p u
e A DWG#:
�4= AWD026
ELEVATION ANCHOR LAYOUT SHEET: OF 7
SIDELITE UNIT
Andersen
UNIT MAX.
WIDTH 18.25"
PANEL MAX.
WIDTH 15.875"
D.L.O.MAX. WINDOWS-DOORS
UNIT MAX. WIDTH 10.25" 4.50"MAX.FROM 100 FOURTH AVE NORTH
WIDTH 16.25" C CORNERTYP N
PH:(651)264-5150FX:(
3-1096
PANEL MAX. 651)64-54B5
WIDTH 15.875" 4 m
D.L.O.MAX. M v
vkv
WIDTH 10.25" 4.50"MAX.FROM o 5
o z o
CORNER TYP Z¢J H o
C UNIT 8.00"MAX.FROM Z a vi m m
4 MAX. CORNER TYP H =w p=u X
HEIGHT n v ae aC<2
119.50" `nVw-<� w
7PANEL 17.375"MAX. ¢ o m N'K m v
MAX. HEIGHT UNIT MAX. 8.00"MAX.FROM O.C.TYP a a w o<H¢4 a
i CORNER TYP "3. C H o z
HEIGHT 116.50" 6 ¢ u a
95.50" 13.00"MAX. F w `�
PANEL I D.L.O O.C.TYP P a ti m
MAX. 6 MAX.
HEIGHT HEIGHT F m
92.50" "O" 103.46" V. o
0 0
MAX. INSTALLATION m f f
HEIGHT INSTALLATION_� ANCHOR
79.375" ANCHOR
Z
Q 3
H Z
O s
HH! W
v, F Z a
H H ¢
D K D K
4 5 4 5 w 'o _
w H
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g W ELEVATION 10' ELEVATION W ANCHOR LAYOUT 10'ANCHOR LAYOUT m
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A-SERIES 5IDELITE&TRANSOM UNITS Z ¢ `°
CONFIGURATION H(IN)T WIDTH G1
DESIGN PRESSURE G3 F) 64 .`�����..''*a��.A �
POS. NEG. POS. NEG. POS. NEG. POS. NEG. 0.
O 27.25 95.50 70.00 80.00 70.00 80.00 65.00 65.00 SH
(i �-
O 27.25 75.25 70.00 80.00 70.00 80.00 70.00 80.00 70.00 70.00 y: -
00 27.25 75.25 70.00 80.00 70.00 80.00 70.00 80.00 - - �y •.•
0 95.50 18.25 - - 65.00 80.00 - - 65.00 80.00
s O* 95.50 18.25 45.00 80.00 - - 45.00 80.00 r {�
0 119.50 18.25 65.00 80.00 1 65.00 1 80.00 - - w~ m¢ m z
O* 119.50 18.25 45.00 80.00 45.00 80.00 - - <N z y =_ IJ z
` o'" o v
e *PRODUCTS DO NOT USE A DROP-CHANNEL(ITEM 17)AT THE SILL. DWG#:
y
AWD026
SHEET: 3 OF 7
SEALANT BETWEEN CONCRETE/MASONRY Andersen
CONCRETE/MASONRY&2X BY OTHERS #10 SELF-TAPPING SCREW METAL STUD
WOOD BUCK C NS
OTHERS #S WOOD SCREW INSTALLATION ANCHOR FRAMING BY OTHERS
INSTALLATION ANCHOR �
2X WOOD BUCK SHEATHING
BY OTHERS BY OTHERS 3 THREADS
SEALANT BETWEEN 3/4"MIN EDGE DISTANCE SEALANT BETWEEN MIN.PENETRATION WINDOWS-DOORS
BEYOND METAL FRAMING
FLANGE&2X 1-1/2"MIN.EMBEDMENT FLANGE&SHEATHINGWOOD BUCK EXTERIOR FINISH 1/4"MAX. 100 FOURTH AVE NORTH
BAYPORT,MN 55003-1096
EXTERIOR FINISH 1/4"MAX. BY OTHERS------___ SHIM SPACE PH:(651)264-5350 FX:(653)264-5985
BY OTHERS�� SHIM SPACE PERIMETER SEALANT
PERIMETER SEALANT BY OTHERS ro v
BY OTHERS
5 5 1 Z o H�m
1 15 w¢ V-=Ji R
15 8 g w� N ix
EXTERIOR O.A. EXTERIOR 4 Q H j Z<m a
O.A. 4 UNIT 3 w m H Z¢ w
UNIT 2 HEIGHT a Lu -j Z M
H
HEIGHT 6 tii`n ¢ u a
18 INTERIORco Lu
f SEE GLAZING - SEE GLAZING
g DETAILS DETAILS w
INTERIOR
F m
VERTICAL SECTION VERTICAL SECTION o
4 TRANSOM HEAD-2X WOOD BUCK 4 SIDELITE HEAD-METAL STUD m f �
18
SEE GLAZING
DETAILS�� O a
3
1-4 o
EXTERIOR Z
Zy t
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O.A. EXTERIOR w w LU
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g HEIGHT INTERIORUNIT ~
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DETAILS 4 INTERIOR o
O.A. 4
S 2 15 UNIT 15 e m
e HEIGHT 10 Z
8 1 16 7 ``%%���Q
5 1/4"MAX. -1 /
PERIMETER SEALANT SHIM SPACE 9 p bob
BY OTHERS ti ;
EXTERIOR FINISH y H _
BY OTHERS 1-1/4"MIN. PERIMETER SEALANT
1X WOOD BUCK BY OTHERS EMBEDMENT BY OTHERS
SEALANT BETWEEN Col Y4
s CONCRETE/MASONRY&1X 4'. BY OTHERSD
WOOD BUCK BY OTHERS I 1 1/2"MIN. 3/16"ITW TAPCON SEALANT BETWEEN SILL& z m Q ZIV)
d n ZJllCONCRETE/MASONRY EDGE DISTANCE INSTALLATION ANCHOR CONCRETE/MASONRY o�. 3ti = v Z
eBYOTHERS/� VERTICAL SECTION VERTICAL SECTION DWG#10:
/ „4 ` TRANSOM SILL-1X WOOD BUCK 4 SIDELITESILL-CONCRETE/MASONRY AWU026
y
SHEET: 4
0
F
0.75"O.A.I.G.LAMINATED GLASS Andersen.,
SHEATHING CONSISTING OF: O.A.LAMINATED GLASS
BY OTHERS 0.154"TEMPERED GLA55, CONSISTING OF:#10 WOOD SCREW �
3/4"MIN EDGE 0.314:,STAINLESS STEEL SPACER, 0.224"ANNEALED GLASS,
INSTALLATION ANCHOR0.0 0"PVB IEALED GLASS NTERLAYER BY DUPONT, 0 224"ANNEALED GLASS Y DUPONT, WINDOWS-DOORS
'
DISTANCE 2X WOOD FRAME 0.106 INTERLAYEP
SEALANT BETWEEN BY OTHERS
FLANGE&SHEATHING 1-1/2"MIN. EXTERIOR 0.106"ANNEALED GLASS EXTERIOR
100 FOURTH AVE NORM
EMBEDMENT
EXTERIOR FINISH \ BAYPORT,MN 55003-1096\ PK(651)264-5150 FX:(651)264-54B5
BY OTHERS MIN.GLA55 \ MIN.GLA55 \ m
PERIMETER SEALANT 1/4"MAX. BITE 9/16" I 1/4"X 1-1/2"STAPLES BITE 9/16" I 1/4"X 1-1/2"STAPLES M v
SHIM SPACE 18 GA.GALV. (18 GA.GALV.
BY OTHERS (
DOW 9-1350
STEEL @ 8"O.C.) DOW 9-1350 STEEL @ 8"O.C.) p z Z o M
5 SILICONE SILICONE Z o'-' .�m
Q to m
F1
INTERIOR INTERIOR H w'o p LL
B GLAZING DETAIL 1 GLAZING DETAIL 2 ��U N T Q
W d J Z O W U
N W Q m Q
Q Z Q m p
EXTERIOR 0.868"O.A.I.G.LAMINATED GLASS w m z H Q w
O.A. 14 NOTES: CONSISTING OF: w "c Z
UNIT SEE GLAZING 11 1) ALL GLAZING MEETS SAFETY GLAZING REQUIREMENTS OF THE FBC. 0.154"TEMPERED GLASS, w ¢ j w a
HEIGHT DETAILS 2) FIXED GLA55 LITE5 GREATER THAN 36"IN WIDTH SHALL HAVE 0.314"STAINLESS STEEL SPACER, FJ- w m m
F TWO APPROVED SETTING BLOCKS I r 0.154"ANNEALED GLASS +]m
0.090"PVB INTERLAYER BY DUPONT,
EXTERIOR 0.154"ANNEALED GLASS w Z
F ao
INTERIOR Q N
0 0 0
MIN.GLA55 \1
BITE 9/16" I 1/4"X 1-1/2"STAPLES m F
81 (18 GA.GALV.
VERTICAL SECTION SEE GLAZING DOW 9-1350 STEEL @ 8"O.C.)
5 DIRECT SET TRANSOM HEAD-2X WOOD FRAME DETAILS�� SILICONE INTERIOR O 3
Z o
EXTERIOR GLAZING DETAIL 3 W
Z a
H H Q 3
EXTERIOR 0.75"O.A.I.G.LAMINATED GLA55 w H
CONSISTING OF: w w o 0
g SEE GLAZING 0.122"TEMPERED GLASS,
DETAILS 14 0.314 STAINLESS STEEL SPACER, m
O.A. INTERIOR 0.106"ANNEALED GLASS o Q
a
UNIT 11 INTERIOR O.A. 4 EXTERIOR 0.090"PVB INTERLAYER BY DUPONT, o
€ HEIGHT UNIT 15 0.106"ANNEALED GLASS
"s 8 1 HEIGHT 10 Z e m
PERIMETER 1/4"MAX. 16 MIN.GLASS % �/ m
SEALANT BY SHIM SPACE 7 SITE 9/16" %%
OTHERS 1/4"X 1-1/2"STAPLES �� �O••'
1/4"MIN. 17 STEEL @ 8 O.C.) �,`Q�• b .r
EMBEDMENT ^O SILICON
g (18 GA.GALV.
DOW 9 1350 � 06
EXTERIOR FINISH 4 E LL
INTERIOR
BY OTHERS PERIMETER SEALANT------
BY
EALANT ° ' e c0 _PRECAST SILL BY OTHERS " ' GLAZING DETAIL 4 y
BY OTHERS .4 1' �' CONCRETE/MASONRY �• :' " '
3/16"ITW TAPCON 11/2"MIN.EDGE BY OTHERS - ' '�i�i y *PIP,
DISTANCE SEALANT BETWEEN SILL&
INSTALLATION ANCHOR CONCRETE/MASONRY T1 w
E 2 VERTICAL SECTION K VERTICAL SECTION W~ m Q OD Z J Z
Q N ZJ yw QI—
o�; �ti = u
5 DIRECT SET TRANSOM SILL-CONCRETE/MASONRY 5 IDELITE DROP CHANNEL SILL-CONCRETE/MASONRY
e DWG#:
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AWD026
SHEET: 5 OF 7
Andersen.
3 THREADS MIN.
PENETRATION BEYOND � 1 1/4"MIN.
METAL FRAMING 1/4"MAX. EMBEDMENT
METAL STUD SHIM SPACE CONCRETE/MASONRY
FRAMING BY OTHERS 1/4"MAX. INTERIOR BY OTHERS WINDOWS-DOORS
SHIM SPACE SEALANT BETWEEN
CONCRETE/MASONRY&1X IW FOURTH AVE NORTH
BAYPORT,264-51 MN 55003-)96
26
#10 SELF-TAPPING SCREW WOOD BUCK BY OTHERS PN:(651)264-5150 FX:(651)264-5485
INSTALLATION ANCHOR 1 4 3 18 6 3 12 3 18 6 2 4 1
1X WOOD BUCKm m
BY OTHERS u
3/16" ITW TAPCON p z Z po
SEE GLAZING INSTALLATION ANCHOR V) C ~J M
DETAILS +'f'� V)Q d m
SEE GLAZING LU
DETAILS W-6 e
11/2"MIN. Iw z j V m w m
EDGE DISTANCE <j o m Ham a
SHEATHING a ` 10 _ � a i a
BY OTHERSLu
a m u o P
x
SEALANT BETWEENETWEEN
SEE GLAZING SEE GLAZING d a
,
FIN&SHEATHING 5 B 15 DETAILS 13 DETAILS 15 8 5 FLANGE&SEALANTBX WOOD BUCK w N N
EXTERIOR FINISH N
BY OTHERS EXTERIOR FINISH a o 0
PERIMETER SEALANT BY OTHERS
NIT EXTERIOR NIT T � w
BY OTHERSWIDWIDTH PERIMETER SEALANT m f :EBY OTHERS V)
G HORIZONTAL SECTION H HORIZONTAL SECTION HORIZONTAL SECTION
6 FIXED JAMB-METAL STUD 6 MULLION 6 SIDELITE JAMB-1X BUCK O V)
H Z o
CONCRETE/MASONRY
BY OTHERS 1-1/2"MIN.EMBEDMENT �n J
\H H a �
JCL V
1/4"MAX. N
2X WOOD BUCK LL J N w Z
3
BY OTHERS SHIM SPACE Lu o
r 1 14 11
SEALANT BETWEEN LL
CONCRETE/MASONRY&2X a
WOOD BUCK BY OTHERS INTERIOR
#10 WOOD SCREW Z e m
INSTALLATION ANCHOR
3/4"MIN. O"1 Zl•�
EDGE DISTANCE
O
SEALANT BETWEEN SEE GLAZING �i�<Ld'•.
FIN&2X 5 8 DETAILS ��i�Jay PROS `
WOOD BUCK O.A.
EXTERIOR FINISH UNIT EXTERIOR 63 mJJ � i6
Q coZ _�
BY OTHERS WIDTH <N Z y y= z
PERIMETER SEALANT p
BY OTHERS J HORIZONTAL SECTION DWG,#:
6 DIRECT SET TRANSOM JAMB-2X WOOD BUCK
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SHEET: 6
OF 7
BILL OF MATERIALS Andersen.
NO. DESCRIPTION MATERIAL MANUFACTURER O FRAME RAIL&STILE ,
1 FPAME WOOD ANDERSEN WOOD O WOOD
2 RAIL&5TILE WOOD ANDERSEN WINDOWS-DOORS
3 SIDELITE TOP RAIL WOOD 4.242" 1.719"ANDERSEN FOUR NORTH
BAYAYPORT,MNN55 55003-1096
4 PANEL TOP WOOD ANDERSEN + f PH.(651)264-5150 FX:(651)264-5485
5 FLA GE PVC ANDERSEN
6 GLASS TOP WOOD ANDERSEN 2.750" m
Z#o
7 5IDELIT SILL WOOD ANDERSEN 1.016" o � HZH a o
8 FRAME CL DDING FIBERGLASS ANDERSEN w<F w d
9 SIDELITE SIL CLADDING FIBERGLASS ANDERSEN w z¢ a¢ LL
10 SIDELITE BOTTOM RAIL WOOD ANDERSEN O SIDELITE TOP RAIL O PANEL STOP 2, m w
WOODWOOD ¢-o° m ZH H,C°
11 DIRECT SET GLA 55 STOP WOOD ANDERSEN w H o Ha ¢
4438" m w ¢N
.
12 MULLIONOWOOD ANDERSEN 1.396" 'x HH a z
Lo
13 MULLION C ADDING ALUMINUM 6063-T5 ANDERSEN N w °m0
s 14 DIRECT SE FILLER WOOD ANDERSEN p.679��
a�m
15 STATIONARY P NEL SUPPORT PVC ANDERSEN 1.719" N ti
V71]
16 SIDELITE PANEL STOP FIBERGLASS ANDERSEN ¢ N
� o 0
17 DROP-CHANNEL ALUMINUM 6063-T5 ANDERSEN
18 GLAZING STOP MONO WOOD ANDERSEN O0
19 GLAZING STOP 7/8"I.G. WOOD ANDERSEN
Z N
FLANGE GLASS STOP SIDELITE SILL FRAME CLADDING SIDELITE SILL CLADDING O 3
O PVC O WOOD O WOOD O FIBERGLASS O FIBERGLASS z
TYP.WALL THICKNESS 0.05" TYP.WALL THICKNESS 0.078" TYP.WALL THICKNESS 0.090" w
a
2.446" �--�
Q
0.500" 4.208" 6.200" > vH
to w
1.969" I + o 0 0
1
0.875" 1.327"
" I 1.828" LL
0.678LLL .723"
oa
OZ Q m
10 SIDELITE BOTTOM RAIL 11 DIRECT SET GLASS STOP 12 MULLION 13 MULLION CLADDING 14 DIRECT SET FILLER
WOOD WOOD WOOD ALUMINUM 6063-T5 WOOD
8.592" 1.200" 3.18 1.325" �`O •�
0.625" J-
2" 2.398"
1.719" 0.439"
2.492" pEta
STATIONARY PANEL SUPPORT SIDELITE PANEL STOPDROP CHANNEL GLAZING STOP MONO GLAZING STOP 7/8"I.G. ¢ m z J
Z
15 PVC 16 FIBERGLASS I 17 ALUMINUM 6063-T5 18 WOOD 19 WOOD ¢p Q`' = N Z
0.187" 2.089" 1 0.893" 0.734" 0.875" 0.403" �{ r 0.875" DWG#:
1.710" 1.228" LJA W 00 2 6
SHEET: 7 OF 7