Plans • f .
. 1
GENERAL NOTES
'?I' I . LOADS: SNOW 25 Sr P (GROUND SNOW)
" DEAD LOAD< 5 PSF
•
2x6 METAL STUDS WIND 100 MPH 3 -SEC EXP B
...Ai • 3/ 16" ALUCOBOND SKIN r
3/4" PLYWOOD BACKER 2. ALUMIMUM TO BE COG 1 -TG UNLESS NOTED OTHERWISE
AWNING STRUCTURE
3. WELDING TO IBE TO AWS STANDARD D -100.
1/2" LAG TIhRU ALUMCO SKIN ' ALL WEDS TO BE ALLAROUND BOTH MATERIALS.
!I
. , THRU 3/4" PLYWOOD $ INTO STUD
irl � 16 A. 4. NCHORS
OED O BE 1/2" DIA. x 3" LAG BOLTS :
O HEAD. ECEIVE®
i I 1/4"x I I /4"x1/8" ALUM. ,
BRACKET WELDED
TO I X I ALUM AWNING 5. JAN
STRUCTURE. 4 2006
CI JGARD OF wlL VIS
AWNING MOUNT DETAIL
•
•
SCALE I" = I' -0" { I
0 „ 2 „ 4 „ 8 " 1 G " I
t VERIFY WITH AWNING m .. w a
O MANUFACTURER 3 ..
N -. 0 co C �l
g 4' -5 3/8" 7 R 3 4 _ 7' -34 7' -3 1�.. f sa
:1
o
n
''iel/ TU IxIx0.125 TU IxIx0.125 TU IxIx0.125 TU Ix1x0.125 TU IxIx0.125 TU IxIx0.125 TU IxIx0.125 N : 11
n c
I'
N ifT LIT N ur) i
03 N N N N N N 1 1 1 : •
L'" \ .... — _
TU Ixlxl /8 �G 6' _ •,-
= _ - v
- .-- r
X X 1 i
- •, - , x x x % x — I % % e � �� v/
5, x931 - - - - _ -
tif
� � _ ®%
(3
� TU IxIx0.125 TU IxIx0.125 TU IxIx0.125 TU IxIx0.125 TU IxIx0.125 TL! IxIx0.125 TU IxIx0.125
TU IxIxl /8 — �/ );
1...._ 3' -9, _I\ — p
AWNING ELEVATION - p 4
A SECTION SCALE 3/8° = I ' -o v . � 93
0 I I 2 4 8 1 6' t� � !� ..
j � A .- . OREGON '
� SCALE 3/8" = I ' -O"
y B. S
i EXPIRES 06/30/06
V
• REVISION BY APPROVED DATE °� Rb$ 1/78/06 ZTec JOB: N3283 -
°°"° ZTec ENGINEERS, EBE AWNING ® WASHINGTON SQR
Rb5 1/18/06 INC. � N3283 -1
L+af. 1/15/06 SCALE
3737 S.E. 8TH AVE., PORTLAND, OR. 97202 ""E HIGHLIGHT SIGN as NOTED
CHLCKtD
RbS 1/16/08 PHONE: (503) 235 -8795 8200 I SW HUNIZIKER
• FAX: (503) 233= -7889 PORTLAND OREGON 97232 S1
_ EMAIL: ztec ®ztecengineer
I 1/17/06 N3283 -1
■ _ I