HomeMy WebLinkAbout311 S Valley Street (6) L
A - - 8 ---- -- C C E E
ANCHOR BOLT I
SCHEDULE C) 3 4
PATTERN NO.RECO ' 7
' F43
(4aBLpLIC11L Q j G t,Neva) /
- - -- - .-
P (4) 1 V2 t go 7- 1 r.
SAA •� V
(6) 1 1/2'
M (2) 1 IM" m
A9-3
(2) 3/4"
I
4 AR-0
K (4) 3/1 •
4 AD-1 %
L41
)x0 4"
`. I I(�;
/
5
AS-
n4
-J LlSTI1.1c7 SL
NOTES
I ANCHOR BOLTS NOT BY VARCO>I EN �p • _ - /
(IAN TIELD 36 RA) ' d•
.FOR,pE" LOADS AND REACTIONS
��
SEE DUI SHET
ET.
]ALL STRUCTURAL STEEL WILL BE � TVI? ALL ENOTAD•i / 4
FAWATED,N ACCONDANCE WITH THE
U&MOOkS AND DETAILS INDICATED
ON THIS DRAWING THEREFOR_-, IN ,
ORDER THAT THE STRUCTURAL
STEEL WILL FIT, IT IS ESSENTIAL
TIM L,. THESE DIME "S AND
J (o1
DE TIS 9E S7RICTLr CONP0ED I I �/ -T •� ,
WITH. HFAD DOOR
QV
tj
-♦ ♦ 3.-r4 ` G� iyl 1 1 I - - - 11a
— -� z 3ii'�� 0 i t j � I 1 1 ' � I,�,, j• �ti 3
_ I
FINISH BOOR i
:� .• ELEVATION
r r fA
It
.. i -'04" 14_ZI "_ !e'10�1" 14'-ZI/�• .._ Co -_ • Ia''-'tI'7•�
ENDMIALL 2E-74\)--w I CORLIER DETpJ�__Tw � --
F�QOR - - _ -. ,
I __-
ELEVATIOL
N �-� � ---_-- �1�,� - r
��iQ11AL 131.`lS � 64
A- ��_ L•• • -q�N6L
X EII I
�l. 1 b• r •. F .
Y' s� LLs
P �1 1 u
T Mu BASE ;CLVMN VE � NOTE:: ALL ANCHOR BOLTS '0 BE SE' AT SAME E_EVATICV U% ESS N0-
H I I I E EVAN OIi ElEVP?ION I IVS T — GI
} CORNER DETAIL �7 ALL DETAIL SIDEWALL DETAIL I—I INTERIOR DETAIL r7 CORNER C�ETA►L MASTER R f DETAIL KEY SPECIAL DETAiL KEY „� NRa .;
ANCHOR BOLT LAYOUT OUTSEt IRT
' ! f 11L0-
Noll Ift
4 t + 4 � Q(tA C ML
2 ! • 4 U T€R _ JLl-
I' o' .5� �- --{ NUMBE INC MO CUT NTS WRIGNT GQMPPNY 4l8
I , I slotvr� RE lIORIAI
F� i
I ,.• , • . ..,•..,o .r..A a • a.,e a +PORT ANCnELES DISTIBUTINCa pMrlNz
' ,11 ! NH •. • ro••• Ca• Am•.�Niw: S✓.• , •a •... CA, CL r 110131. " ..,,.,.•n"w.T•IN 4w a .�I �o ,�+.✓' ..y�. ' 0 : yb R.,,. ZT ANLC7ELES Wf�SH OF. 5
221F11 I-0• WA
VARCO - PRUDEN•� �I'_Or S'tOLV_1111 SRACIN6 CC S► INC � •/YNALA � ' "uwr' � � � /M•4a, COLUMN BASE MN A CO�Ur4N_BASE - " "�� DIVISION OF AMCA INTERNATIONAL CORP.
I FLEV TIOW