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PERIMETER COLUMN DETAIL
ry
-BASE ANGLE OR 6IR T
3116" X I 1/4" (MIrj.)'
ANCHOR, 2' -0" 0. C.
. t10T 6Y BLDG. PdIFGR.
.w �- . ' .r i 1 LINER PANEL (IF RFU'Q?
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F JR VEr {71CAL REACTIONS. ! +) CF ^C �`OWNWARD LOAC APPLIED TC FOUNDATION.
2. D +t_ �'AN_ v +W HQR ?ONrA_, c..: s7: r "PENGICULAR TO THE BUILDING WALL.
i. BKACIN6 HORIZuNTALtl_ACiIONt; ►.CT PARALLEL TO THE GRACED WALL AND THE
BRACING VERTICAL REACTIONS A. BOTH UP AND DOWN.
4. LOADS SFiIJWN ARE BASEL . "'N_ CRITERIA
BUILDING CODE
I T'S
UBC 1991
L-UAU 20 psf
GROUND SNOW 20 psf
:OLLATERAL LOAD 0 psf
ROOF DEAL LOAD 2 psf + fraIt!N
WIND LOAD 1 75 MPH
CTHER T!iIS DESIGN D NOT CONSIDER SWW BUII.Dj#P ON
EXISTING SVTLDING.
f
ANC HM BOLT QUAMZI� t
QTY, SIZE
2` 4
F3/4
i
_1/2" 3" 31/2..
BOTTOM OF JANE OR BASE PLATE
ANCHOR BOLT
PROJECTION
FOUNDATION LOADS
k
AB
Ck� AL 35055
DEAD + LIVE DEAD+ WIND
BRACING
COLUMN
00n,l
BASE PLATE
!
H
0.0
V H v
2.7 2.0
H,
' 5.6
V
DESIGNATION
_i
1A.! E
D100.
WIDTH
THK.
3/8-
LENGTH
#
LLJ
-!.4
# F' a ' G;'O�
-7.2
(2) -3/4-
8'
RFSPO'v B: �._
8-
LL
i ABI LI TY FOR FOUNDATI ON";.
F�_OOR, OR
f ESl GN
vR CONSTRUCTION.
rr
4.
!1B.1D
0.0
6.7 4.0 -3.6
5.6
-7.2
(2) -3/4
8-
3 /a'
8•
A. ?' ?
i 6.0 5.'
-6. i
4.5
-3.1
2) -3/4-
8-
3/8-
8"
_.'
LENGTHS SHALL BE DETERM' NED
BY THE F JU�� -
t�N
O O
DESIGNER. MATERIALS SHALL
CO "�� 0,__ M '0 AS
�^ A307 OR
4.0 3.5 1
-3.2 !
0.0
0.0
6.
ALL FRAMED OPENINGS ARE T j
BE r' E`D `JCA
D 3
:c,,4
4C; I 0.0 1
;' �:. + t -6.;; ').0
0.0" 2) -3/4•
8-
3 /8.
8-
,EE - TYPI CAL FRAMED OPEN' iv
_ -TA'
F JR VEr {71CAL REACTIONS. ! +) CF ^C �`OWNWARD LOAC APPLIED TC FOUNDATION.
2. D +t_ �'AN_ v +W HQR ?ONrA_, c..: s7: r "PENGICULAR TO THE BUILDING WALL.
i. BKACIN6 HORIZuNTALtl_ACiIONt; ►.CT PARALLEL TO THE GRACED WALL AND THE
BRACING VERTICAL REACTIONS A. BOTH UP AND DOWN.
4. LOADS SFiIJWN ARE BASEL . "'N_ CRITERIA
BUILDING CODE
I T'S
UBC 1991
L-UAU 20 psf
GROUND SNOW 20 psf
:OLLATERAL LOAD 0 psf
ROOF DEAL LOAD 2 psf + fraIt!N
WIND LOAD 1 75 MPH
CTHER T!iIS DESIGN D NOT CONSIDER SWW BUII.Dj#P ON
EXISTING SVTLDING.
f
ANC HM BOLT QUAMZI� t
QTY, SIZE
2` 4
F3/4
i
_1/2" 3" 31/2..
BOTTOM OF JANE OR BASE PLATE
ANCHOR BOLT
PROJECTION
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NOTES
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Ck� AL 35055
COL-UMN EASE PLATES S1_ T
AT F. INI SHED
.,�►Z
LESS NOTED.
CAD RWF
3116195
f
.;'.UMN r 00T NOS AND P' ERS MUST
BE DESI G'.
r T J
CHECKED:
!' THSTAND HOR' ZONTAL AND ` /ERT!
CAL REAL'''
:S.
LLJ
A_'TI ONS ARE G! VEN IN 'r,,,! PS
# F' a ' G;'O�
LBS. )
3.
1 I1L_AND 801 LDI NGS ASSUMES NO
RFSPO'v B: �._
� OR
LL
i ABI LI TY FOR FOUNDATI ON";.
F�_OOR, OR
f ESl GN
vR CONSTRUCTION.
rr
4.
THL DESI GN OF HAI RPI NS ' ,)FR T
E RODS 0 CO''
'.� THE
HORIZONTAL FORCES SHOWN; S
NUT FURN1 SHED
NLAND
BUi LDi NGS.
'LLJf
5.
At.L ANCHOR BOLTS I NCLUDI NG
NUTS AND WASHE
S -
cr
SAME ARE NOT FURNISHED BY I
"':LAND B U 1 LC,! N
BL�_..T
LENGTHS SHALL BE DETERM' NED
BY THE F JU�� -
t�N
O O
DESIGNER. MATERIALS SHALL
CO "�� 0,__ M '0 AS
�^ A307 OR
LQUAL.
6.
ALL FRAMED OPENINGS ARE T j
BE r' E`D `JCA
D 3
FRAMED OPENING ANCHORS ARE
TO BE _ D
FD
..;_L JAMBS SET AT FI NI SHED F`OOR
,EE - TYPI CAL FRAMED OPEN' iv
_ -TA'
CHOR BOLT LAYOUT. dJHL_N F.
THE MASONRY 0�I)EN! NG SHALL ��:
F. 3 w! ;`
S 6"
s'ISFM
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-T
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Ck� AL 35055
�O
,SCALE:
DATE
CAD RWF
3116195
f
�
1
CHECKED:
i
S-1.0%.95
LLJ
JOB NO.
x,'5555 --01
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BUILDINGS
2141 2nd Avenue, N.W.
Ck� AL 35055
(800) 438 -1606
,SCALE:
DATE
CAD RWF
3116195
DRAWN:
DRAWN:
CHECKED:
J/a
S-1.0%.95
i
JOB NO.
x,'5555 --01
DWNG. NO.
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