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ATR LII,4
DDR V.RiFy i4G
9001 AMBASSADOR ROW
ATRIUM COMPANIES, INC■ PH:(Z14)6 7 2696 FX(21:;:2.-0114
m
332/388 SLIDING GLASS DOOR Q
INSTALLATION NOTES: m v)rO
(NON-IMPACT) a m c-c °w m
z LL
1. ONE(1)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR VI O<w 20'
C7 N y LL
LOCATION SHOWN. Z w Z Z a
1 . H
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE u'J o m
V °I a
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT N p av
INSTALLATION. 11J m Z d
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3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE dLij
a
OF 21/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT at
a
DETAIL(I.E.,WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT. GENERAL NOTES: Q `�
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND '•
s BEARING SHIM(S).MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 MANUFACTURED TO COMPLY WITH THE 2007&2010 m
INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. FLORIDA BUILDING CODE(FBC)&THE 2009 IBC/IRC,
SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TABLE OF CONTENTS ,,^
BETTER. TO THE FOLLOWING: v'
• AAMA/WDMA/CSA 301/I.S.2/A440-05 SHEET REVISION SHEET DESCRIPTION Z Lu
S. THROUGH FIN:FOR INSTALLATION INTO WOOD FRAMING USE#8 Z
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH 2. ADEQUACY OF THE EXISTING STRUCTURAL 1 A INSTALLATION 6 GENERAL NOTES
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND H Z 2
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING 2 A ELEVATIONS d ANCHOR LAYOUTS ' ) Lu
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6. THROUGH FRAME:FOR INSTALLATION INTO WOOD FRAMING USE HIO AND TRANSFERRING APPLIED PRODUCT LOADS TO THE v F-
WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH 3 A ELEVATIONS d ANCHOR LAYOUTS (--� N
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR at O
MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4 A ELEVATIONS d ANCHOR LAYOUTSw U U
V) O
7. THROUGH FRAME:FOR INSTALLATION THROUGH 1X BUCK TO 3. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND 5 A VERTICAL SECTIONS d GLAZING DETAIL Q N
CONCRETE/MASONRY,OR DIRECTLY INTO CONCRETE/MASONRY,USE ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE 6 A HORIZONTAL SECTIONS V
3116 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE 1 LL
1114 INCH MINIMUM EMBEDMENT. RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF 7 A BILL OF MATERIALS d COMPONENTS
RECORD FOR THE PROJECT OF INSTALLATION.
B. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES,INCLUDING BUT NOT LIMITED TO STUCCO,FOAM,BRICK 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE O
VENEER,AND SIDING. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE.IF SITE CONDITIONS CAUSE INSTALLATION
RE RATING DESIGN PRESSURE ��� \$ 5 A y Air
9. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, DESRD
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITEE�'•• G N
RESISTANT COATING. SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT. SIZE DESIGN PRESSURE ISSILE IMPACT RATI P;•�\ S�:•:G
3 No O
10. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON 72'X 96'^ •40.0/-40.0 PSF = e Fs
INSTALLATION ANCHORS INTO MORTAR JOINTS.EDGE DISTANCE 15 THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. = #
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT 8
INTO FACE SHELL OF BLOCK. 6. DOOR FRAME MATERIAL:VINYL/PVC 71"X 96" •50.0/-50.0 PSF •• TATE OFtl.
NON-IMPACT ,Ct•,c?-28-9p.:
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300-04 72'X 82"^ •50.0/-50.0 PSF CSS•.`•O A 1
Q ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,AND GLASS CHARTS.SEE SHEET 4 FOR GLAZING DETAIL. ..
. ....
ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS
THAN THE MINIMUM STRENGTH SPECIFIED BY THE ANCHOR 8. DESIGNATIONS"X'AND"O"STAND FOR THE FOLLOWING: 96"%80" •50.0/-50.0 PSF .. ),
X MANUFACTURER. X: OPERABLE PANEL m Q m Z J 11)
'UNIT USES ALUMINUM REINFORCEMENTS ~ h =Z U Z
O: FIXED PANEL Q
K 12. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE IL V p c p U to
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: 9. APPROVED CONFIGURATION: ALEX S P 1 ITOU
A. WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. 2 TRACK:OX,XO -1 -1 •1 DWG#:
q B. CONCRETE•MINIMUM COMPRESSIVE STRENGTH OF 2700 PSI. 20 1 1 2.02.A l 0:33:34 A TR02 5
E C. MASONRY-STRENGTH CONFORMANCE TOASTM C-90. - -
-05'001. SHEET: 1 OF 7
E
72.00"MAX.DOOR WIDTH
J31.50"MAX.. 36.00'MAX.
D.L.O. PANEL WIDTH 8.00"MAX, 4.00"MAX.FROM J ,
8 O.C.TYP. CORNERS,TYP. /A'c c ••x i e t iVtl M
4
4.00"MAX.FROM
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MAX. MAX. MAX. E H F EaP O X < °C>
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DOOR PANEL D.L.O. 5 5 5
N V a p h Y x
is HEIGHT HEIGHT HEIGHT 5 w N w z 1Z+t d n
INSTALLATION 1n a a m m a
ANCHOR.TYP J1 ' w a s
a mss S
w Lutu
p 3
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4 m
ELEVATION ANCHOR LAYOUT to
EXTERIOR VIEW-FIN INSTALLATION FIN INSTALLATION z w
72.00"MAX.DOOR WIDTH Q
31.50"MAX. 36.DO"MAX. H O u
D.L.O. PANEL WIDTH o
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96.00' 92.50" 88.00" O.C.TYP. �. pJ.• G E At S �L yt
MAX. MAX. MAX. No 0
DOOR PANEL D.L.O. 5 5 5
F HEIGHT HEIGHTH EIGHT
INSTALLATION '0 T * W
ANCHOR,'TYP is LATE OF
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Al Q N Z ti Y 2 V Z
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4 DWG#:
ELEVATION ANCHOR LAYOUT ATR025
$ EXTERIOR VIEW.FINLESS INSTALLATION FINLESS INSTALLATION SHEET: OF
96MAX.DOOR WIDTH AT.�� n �
44.00"MAX.MaX. 45.000°MAX. lY\lG�IVI1R�Al
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D.L.O. PANEL WIDTH
8.00"MAX. 4.00"MAX.FROM
B I.C .TYP..j r I - CORNERS,TYP.
4 � 9001 AMBASSADOR ROW
4.00"MAX.FROM DALL.tS,TEXAS 75247
PN:(21<)637.2696 FX:(214)424.6734
�/ CORNERS,TYP.
ii, o
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.� 8.00"MAX. mo, D N F- n e
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O.L.TYP. N y Ho 0
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80.000" 78.00" 72.00" C "0. F "X" E oW - "O" "X" H�w i �E Y o"c LL
MAX. MAX. MAX. 5 5 5 w Z w S'L H<a I.
DOOR PANEL D.L.O. n d
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HEIGHT HEIGHT HEIGHT uJi w j�K Z •'o
INSTALLATION (ii °C m `�
ANCHOR,TYP FI Wof
a 3 3 S
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BOW D N
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ELEVATION ANCHOR LAYOUT m
EXTERIOR VIEW-FIN INSTALLATION FIN INSTALLATION W
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96.000"MAX.DOOR WIDTH H wa
44.00"MAX. 45.000"MAX. u0
D.L.O. PANEL WIDTH W v) o
17.00"MAX. 6.00"MAX.FROM w o
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4 O.C.TYP- CORNERS,TYP. v
6.00"MAX.FROM LL
CORNERS,TYP.
sPyq%,
E' �
17.00"MAX. ;• No 0
80.000" 78.00" 72.00" "
5 404 5 °X4 5 "O" "XO.C.
MAX. MAX. MAINSTALLATION
X. _
DOOR PANEL D.L.O. ANCHOR,TYP LATE Of
HEIGHT HEIGHT HEIGHT I T
cn "OR%
m LL J H
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4 DWATR025
ELEVATION ANCHOR LAYOUT
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6 EXTERIOR VIEW-FINLESS INSTALLATION FINLESS INSTALLATION SHEET:
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72.00"MAX.DOOR WIDTH
31.25"MAX. 36.00"MAX. �r...�a= T `
D.L.O. PANEL WIDTH 1 lY\iii�iUlRrA1
B.00"MAX. 4.00"MAX.FROM c 9""."11 I I R c
8 O.C.TYP. CORNERS,TYP.
4
4.00"MAX.FROM 9WI AMBASSADOR ROW
CORNERS,TYP. DA S.TE%As)524)
/01 PH:(214)67).2696 f%:(214)424-0P]4
. 8.00"MAX. C
O.C.TYP. w C)
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N n O w
82.00" 78.50" 73.50" X„ X" n o Q LL
MAX. MAX. MAX. E H E ore w i= Ln Y. LL
DOOR PANEL D.L.O. 5 5 5 Z Z Z¢
HEIGHT HEIGHT HEIGHT 0 1< m a m
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INSTALLATION y d F4
ANCHOR,TYP a m LL.Z4
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All
Bare F- .o
4 D N
ELEVATION ANCHOR LAYOUT m
EXTERIOR VIEW-FIN INSTALLATION FIN INSTALLATION
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z
72.00"MAX.DOOR WIDTH ZO =
31.25"MAX. 36.00"MAX. � �'' LuLL
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D.L.O. PANEL WIDTH O
20.00"MAX. 6.00"MAX.FROM > c U
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z° ¢
fit
17.50"MAX. ���-�\S.SPYfi ^
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82.00" 78.50" 73.50" �r wk
MAX. MAX. MAX. D H G No 0
DOOR PANEL D.L.O. 5 5 5
HEIGHT HEIGHT HEIGHT _
jTATE OF b
INSTALLATION ' Cc. q��S.•'���r
ANCHOR,TYP ,
Y AN zy SL Ii ¢H
U Z
O Q U
ELEVATION ANCHOR LAYOUT DWG#:
EXTERIOR VIEW-FINLESS INSTALLATION FINLESS INSTALLATION
i
SHEET, 4 OF 7
1112"MIN, 2 1/2"MIN.EDGE
EMBEDMENT DISTANCE ATRR
2X WOOD FRAME #8 WOOD SCREW 3/16"ITW TAPCON
BY OTHERS INSTALLATION ANCHOR IX WOOD BUCK INSTALLATION ANCHOR
SHEATHING BY OTHERS(OPTIONAL)
BY OTHERS 9001. 6ASSAoa+cow
EXTERIOR FINISH75247
1 •• )637..6,6 MXAS 214)
EXTERIOR FINISH VH(SIQ6772A96 M(214)24-6734
BY OTHERS 3/4"MIN.EDGE 8Y OTHERS ' 11/4'
EMBEDMENT Y
DISTANCE PERIMETER CAULK ""' - ro O 2 °'
PERIMETER CAULK BY OTHERS } n o o �,ti
BY OTHERS In
a w 00 u M
10 10 • G A
1/4"MAX.SHIM Il4MAX,SHw�< 4vj'i
LL
Y a
1
IA aH r� tZ-i<- .
O.A.DOOR EXTERIOR EXTERIOR 5 w , o m 4 w 4
HEIGHT 4 \ 12 INTERIOR O.A.DOOR 4 f \ 12 INTERIOR n' x m H
6 / i \ 17 HEIGHT 6 / 17 a(3 3 3
"! SEE GLAZING a
SEE GLAZING / \ / 19 \ / 22
DETAIL J DETAIL 14 t
14 �
i513 15 23 p i
r Q
m -)
VERTICAL SECTION C VERTICAL SECTION_ U)
2X WOOD FRAME-HEAD CONCRETE/MASONRY-HEAD Z
FIN INSTALLATION FINLESS INSTALLATION WITH WOOD BUCK kb
OR DIRECTLY TO CONCRETE/MASONRY ¢�
H Q U
0.75"O.A.INSULATED GLASS V} (' w
15 ( > p
13 SEE GLAZING
DETAIL {V W
i `^� 0.50"GLASS
15 14 EXTERIOR r \ ! BITE INTERIOR
F
M
17
EXTERIOR 16 I7 m
/ INTERIOR ( LL
4 19 I 19
O.A.DOOR
HEIGHT IA o ! 2Q O /1 20 Z <
11 12 `���tt'�5 SP y��i��, m
PERIMETER CAULK 3 14 \ \,�G E*NSF OG
3 BY OTHERS
a � No 0 >;
11/4"MIN GLAZING DETAIL - $"
EMBEDMENT
}� NOTES: TAT OF
O?F � R'
3/16"ITW TAPCON i. GLASS THICKNESS AND TYPE MAY VARY PER ASTM E - O�"•rL-O d i O 4
INSTALLATION ANCHOR REQUIREMENT GLASS CHARTS.
2. A GLAZING CONFIGURATIONS SHALL COMPLY
CONCRETE/MASONRY WITH SAFETY GLAZING REQUIREMENTS OUTLINED r
Do. m
2 1/2"MIN. N
4 BY OTHERS IN 2007&2010 FBC SECTION 2446. Q
x EDGE DISTANCE qo ti1%3
=$ Z
C O p
VERTICAL SECTION DWG#:
(,�, CONCRETE/MASONRY-SILL ATR425
FINLESS INSTALLATION
SHEET: 5 OF '7
11/4'MIN.EMBEDMENTAM
3/4"MIN,EDGE 1/4" HIM
2X WOOD FRAME DISTANCE CAULK BETWEEN IX WOOMAX-D BUCK A ATRffW'
BY OTHERS CONCRETEIMASONRY BY OTHERS
#8 WOOD SCREW 1/4"MAX,SHIM 3/16"ITW TAPCON
INSTALLATION
INSTALLATION ANCHOR
14 9001—8.55.Dop ROW
ANCHOR 12 18 19 14 3 12
DAL"5.TFXAS 75247
INTERIOR INTERIOR INTERIOR
P.:(21.)637-2696 ft(214)Q44734
-SEE GLAZING
0 z
11/2"MIN. L=:� 0 p!% -7
DETAIL w 0
v)v)r-
EMBEDMENT Lj
o of
2 1/2"MIN. , n
EDGE
A L�u z z u cc LL
DISTANCE Z 0 Z
co oma S
u., W LL
EXTERIOR EXTERIOR EXTERIOR SX WOOD BUCK
SBY OTHERS HEATHING F2 Lu
BY OTHERS(OPTIONAL) t2 ex
EXTERIOR FINISH I is 13 13 15 14 7 2 15 14 21 8 IA EXTERIOR FINISH
BY OTHERS BY OTHERS
PERIMETER CAULK PERIMETER CAULK
BY OTHERS O.A,DOOR WIDTH O.A.DOOR WIDTH BY OTHERS
ca
(�"ORIZONTAL SECTION HORIZONTAL SECTION rGHORIZONTAL SECTION
ZX WOOD FRAME-JAMB SINTERLOCKCONCRETE/MASONRY-JAMB
FIN INSTALLATION STEEL REBAR FINLESS INSTALLATION WITH WOOD BUCK z uj
OR DIRECTLY TO CONCRETE/MASONRY
z
uj
" cL
2X WOOD FRAME 11/2MIN. of
BY OTHERS EMBEDMENT >
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tu
#10 Wool)SCREW 1/4*MAX,SHIM Lu o
INSTALLATION
ANCHOR INTERIOR l? 18 24 14 13 w
INTERIOR
< 9 14
�cl
3/4'MIN. SEE&LAZING Z_
DETAIL
EDGE DISTANCE
p
0
N
o
No
AA 4-
's 3 TATE OF
EXTERIOR EXTERIOR ORI
S
D
EE
DETAIL
AZ
L
'INC,
X � r
_OR
SHEATHING
BY OTHERS
IA 15 13 13 15 14 23 2
EXTERIOR FINISH 7 � 6 Z -j
DOOR
BY OTHERS LF WIDTH
-j LL �c
'n 3:-, :Cx yz
PERIMETER CAULK OA,DOOR WIDTH
BY OTHERS DWG ft:
Q--�HORIZONTAL SECTION � HORIZONTAL SECTION EE TRO
ZX WOOD FRAME-JAMB INTERLOCK SHEET'
FINLESS INSTALLATION ALUMINUM REBAR 1 6 OFT ,
BILL OF MATERIALS � �,
ITEM DESCRIPTION PART NO. MATERIAL MANUFACTURER HEAD/SILL/JAMB FRAME(FIN) lA HEAD/SILL/JAMB FRAME(FINLESS) Al REUM
1 HEAD/SILL/JAMB FRAME(FIN) 3105200267 VINYL ATRIUM COMPANIES.INC. \�1/J VINYL VINYL c 0+a a a 1 n
IA HEADISILL/JAMB,FRAME(PIN.ESS) 3105200267 VINYL ATRIUM COMPANIES,INC. TYPICAL WALL THICKNESS:,090" TYPICAL WALL THICKNESS:.090"
2 FIXED MEETING RAIL 3105205243 VINYL ATRIUM COMPANIES,INC. 5.633" 5.633"
9001AM8AssA6oa e0w
0-AS,TEXAS 75247
3 ROLLER TRACK 3404118951 6063-TS ATRIUM COMPANIES,INC.
4 SCREEN TRACK 3105205321 VINYL ATRIUM COMPANIES,INC.
5 SASH STOP 3105202685 VINYL ATRIUM COMPANIES,INC. PH:(214)637-2696 FX:(214}424.671+
6 SNAP IN HEAD/SILLCOVER 3105202688 VINYL ATRIUM COMPANIES,INC. 3.671" 8Am
O m
7 FIXED STILEILE REG
kEBAR 3041176438 STEEL ATRIUM COMPANIES,INC. ¢ v
8 KEEPER 6 KEEPER SHIM 3012122494 VINYL ATRIUM COMPANIES,INC. 0.09" 0.09" op p t m o
9 BUMPER 3615010204 VINYL ATRIUM COMPANIES,INC. .m O:2 '11_ oma[ V)'11 N ^'e•
[J L_ -
10 WEEP HOLE COVER 1015200148A VINYL ATRIUM COMPANIES,INC. ^1 Z 0 mi
11 WEEP HOLE A 10152001488 VINYL ATRIUM COMPANIES,INC. FIXED MEETING RAIL ROLLER TRACK w�' O, , w S e
12 WOOL PILE(250 250 x x 270 SB) 3060002503 SCHLEGEL/AMESBURY 2 b 3
VINYL ALUMINUM 6063-T5 C I O° Z Z c
13 INSULATED GLASS PANEL WA GLASS 11,1 I u m j; t
Iq GLAZING BLOCK(t/B"x 7/8"x 2) 6100080064 ATRIUM COMPANIES.INC. TYPICAL WALL THICKNE5S:.080" TYPICAL WALL THICKNESS:.080" U,a d m 4 a
15 GLAZING BEAD 3105205320 VINYL ATRIUM COMPANIES,INC. 'n uj ix D-K 2 0
16 SNAP-IN HEAWSILL 3105205242 VINYL ATRIUM COMPANIES,INC. 2.274" LLJ
1.637"{-- 0
17 COCK STILE 3105205240 YI13Yt ATRIUM COMPANIES,INC, I >µµ� tu
18 INTERLOCK STILE 3105205241 VINYL ATRIUM COMPANIES,INC. h at
19 MOVING STILE REBAR 3040117281 STEEL ATRIUM COMPANIES,INC. ° 0'834" _..
20 ITER ROLLER 3020007900 STEEL ATRIUM COMPANIES.INC. 0.08" '-'r'II'�0 OE" Q ,o
2.835"
21 LOCK 3012002468 STEELATRIUM COMPANIES,INC. p t\i
22 TOP/BOTTOM RAIL REBAR 6063-T6 ATRIUM COMPANIES,INC. ° ,¢
23 FIXED STILE REBAR 6063-T6 ATRIUM COMPANIES,INC. m
24 MOVING STILE REBAR 6063-T6 ATRIUM COMPANIES,INC.
SCREEN TRACK SASH STOP SNAP-IN HEAD/SILL COVER FIXED STILE REBAR Z
VINYL VINYL VINYL STEEL 0Z
TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.050" TYPICAL WALL THICKNESS:.080" TYPICAL WALL THICKNESS: 07811 O _
0.648" { �{ 2.638" 1.687
� I i1
" 1.205" r p
� O
0.05" 1.088" 0.078„ U) o
1.073" 1„
-.- a w
s
0.555" 0.05" 0.08" 0-94„ O m
1�
GLAZING BEAD 16 sNNYLN P-IN YL HEAD/SILL 17 LvOrnCi K STILE 18 INTERLOCK STILE 19 ML VINYL -O E4NG STILE REBAR LL
TYPICAL WALL THICKNESS:.063" TYPICAL WALL THICKNESS:080" TYPICAL WALL THICKNESS:.080" TYPICAL WALL THICKNESS:.080' TYPICAL WALL THICKNESS:.052" O q
0.593" 1.505" -*�1.505"I� }» 2.394"� ��``xlS S1'Yf�'�i
R A,
1.335, . ��...•E O
0.887" 0.063" M1 p••��G NSF'. a,m
0.48" 1.866" 0.08" 0.052,. = No 0
2.842 2 4„ 1.305" 9
1� ` /STATE OF
Q22 TOP/BOTTOM RAIL REBAR 23 FIXED STILE REBAR 24 MOVING STILE REBART�• o n x
ALUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM 6063-T6
TYPICAL WALL THICKNESS:,062" TYPICAL WALL THICKNESS:.13" TYPICAL WALL THICKNE55:.16" p
1.049" 1.45" 1.563" Q N Z �`
=X u
)l 0.13" 1.295" S 016" p WG/�#`:�'}y(�
1.339" 0.062" 0.96 A ! V
T- T' T '- T
SHEET: 7 OF 7