Post on 24-Jan-2018
7.5
E L. 2 1.08
5 '-6"
1 '-978
" (T YP.)
1 '-71316
" (T YP.)
1 '-6"
4 ' -11"
# 4 Ø @ 9"O.C.
8 - # 5 Ø X 4'6" L E A. P ED.
10"
3 /4 "Ø x 10"A.B.
3
V AR IE S / SE E SC HE DULE
E QUALE QUAL
VAR
IES / SE
E SC
HE
DULE
E L. V AR IES
E L. 26 .00
1 '-2"
V AR IE S / SE E SC HE DULE
9 "
3 "
3 " X 9" A NC HO R SL EEVE
S EE DD FO R SP AC ING
S-5
FO
UN
DA
TIO
N D
ETAIL
S
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
PED ESTAL SCHEDULE
FTG. PED . HEIG HT S IZE R EI NFOR CEMENT B TM. OF FTG.
B -2 7 '-6" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE1 7.3 300
B -3 6 '-9" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE1 8.0 800
B -4 5 ' -11" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE1 8.9 200
B -5 5 '-0" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE1 9.8 300
B -6 4 '-6" 6 's q. X 1 4"dp.G R D . 4 0 , # 5 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 0.3 300
B -7 4 '-0" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 0.8 300
B -7 .5 3 '-5" 5 ' -6 " X 3 ' -6 " X 18"dp.
P R O V ID E # 3 H O R IZ O N T AL TIES(2) @ 5"O.C.
WIT HIN 1 1/2" O F TO P OF P ED ES TA LANDB AL AN CE @ 1 0"O.C. W/ LA ST T IE WIT HT IN 1
1 /2 " O F B T M. OF PED.
2 1.0 800
B -8 3 '-1" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE2 1.7 500
B -9 3 '-1" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE2 1.7 500
B -10
2 '-7"
7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 2.2 500
Scale: 3/4"=1'
PED ESTAL @ 2 H R. FIREWALLX
Scale: 3/4" = 1'
FOO TI NG S 2-10Y
Scale: 3/4"-1'
FOUN DATION1
FOO TING SCH ED ULE
TYPE FOO TI NG WIDTH R EBAR
L OA D BE AR ING 3 6" X 1 4" D P. (3 ) G R D . 4 0 , # 5 @ 9 " O .C . 3" CLEAR OF FTG. BTM.
N O N -L O A D BEARING 2 6" X 1 4" D P. (2 ) G R D 4 0 , # 5 @ 1 2 "O .C . 3" CLEAR OF FTG. BTM.
7.5
E L. 2 1.08
5 '-6"
1 '-978
" (T YP.)
1 '-71316
" (T YP.)
1 '-6"
4 ' -11"
# 4 Ø @ 9"O.C.
8 - # 5 Ø X 4'6" L E A. P ED.
10"
3 /4 "Ø x 10"A.B.
3
V AR IE S / SE E SC HE DULE
E QUALE QUAL
VAR
IES / SE
E SC
HE
DULE
E L. V AR IES
E L. 26 .00
1 '-2"
V AR IE S / SE E SC HE DULE
9 "
3 "
3 " X 9" A NC HO R SL EEVE
S EE DD FO R SP AC ING
S-5
FO
UN
DA
TIO
N D
ETAIL
S
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
PED ESTAL SCHEDULE
FTG. PED . HEIG HT S IZE R EI NFOR CEMENT B TM. OF FTG.
B -2 7 '-6" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE1 7.3 300
B -3 6 '-9" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE1 8.0 800
B -4 5 ' -11" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE1 8.9 200
B -5 5 '-0" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE1 9.8 300
B -6 4 '-6" 6 's q. X 1 4"dp.G R D . 4 0 , # 5 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 0.3 300
B -7 4 '-0" 7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 0.8 300
B -7 .5 3 '-5" 5 ' -6 " X 3 ' -6 " X 18"dp.
P R O V ID E # 3 H O R IZ O N T AL TIES(2) @ 5"O.C.
WIT HIN 1 1/2" O F TO P OF P ED ES TA LANDB AL AN CE @ 1 0"O.C. W/ LA ST T IE WIT HT IN 1
1 /2 " O F B T M. OF PED.
2 1.0 800
B -8 3 '-1" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE2 1.7 500
B -9 3 '-1" 7 's q. X 1 4"dp.G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF
B ASE2 1.7 500
B -10
2 '-7"
7 's q. X 1 4"dp.G R D . 4 0 , # 6 @ 1 0 "O .C . EA.WAY 3" CLEAR OF
B ASE2 2.2 500
Scale: 3/4"=1'
PED ESTAL @ 2 H R. FIREWALLX
Scale: 3/4" = 1'
FOO TI NG S 2-10Y
Scale: 3/4"-1'
FOUN DATION1
FOO TING SCH ED ULE
TYPE FOO TI NG WIDTH R EBAR
L OA D BE AR ING 3 6" X 1 4" D P. (3 ) G R D . 4 0 , # 5 @ 9 " O .C . 3" CLEAR OF FTG. BTM.
N O N -L O A D BEARING 2 6" X 1 4" D P. (2 ) G R D 4 0 , # 5 @ 1 2 "O .C . 3" CLEAR OF FTG. BTM.
12345677.5891011
C
B
A
3 0' 3 0' 3 0'
1 5' 1 5'
3 0' 3 0' 3 0' 3 0' 3 0' 3 0'
W
S -1
US -1
V
S -1
WS -1
WS -1
X
S -5
YS -5
7 1' -1 0" 4 9 ' -4" 7 0 ' -8" 4 8' 6 1 ' -2"
B /F 2 3.67
B /F 2 3.67
B /F 2 0.67
B /F 2 0 67
6' 6'6' 6' 6' 6'
30"
30"
B /F 2 3.67
B /F 2 2.67
B /F 2 2.67B /F 2 1.67 B /F 2 1.67
B /F 2 0.67
B /F 1 7.33B /F 1 8.08
B /F 1 8.92B /F 1 9.03B /F 2 0.33
B /F 2 0.83
B /F 2 1.08
B /F 2 1.75
B /F 2 1.75B /F 2 2.25
B /F 2 0.67
T W 26 .00
B /F 2 0.67
T W 26 .00
B /F 2 0.67
T W 23 .56
B /F 2 0.67
T W 24 .06
30"
B /F 2 3.67 B /F 2 1.67
B /F 2 1.67
F OU ND AT IO N PLAN
3 /3 2 " = 1'0"
1 03'
(1 ) Al l fo un da ti on , pe de stal , an d re ta in in g wa ll c on crete sh al l be F 'c 3 00 0 psi at 28 days.
(2) A ll s te el rei nforce me nt s ha ll b eA ST M A6 15 , Grad e 40 , de fo rmed b ars un le ss o th erwi se specified in
d ra wi ng.
S-1
FO
UN
DA
TIO
N P
LAN
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
12345677.5891011
C
B
A
3 0' 3 0' 3 0'
1 5' 1 5'
3 0' 3 0' 3 0' 3 0' 3 0' 3 0'
W
S -1
US -1
V
S -1
WS -1
WS -1
X
S -5
YS -5
7 1' -1 0" 4 9 ' -4" 7 0 ' -8" 4 8' 6 1 ' -2"
B /F 2 3.67
B /F 2 3.67
B /F 2 0.67
B /F 2 0 67
6' 6'6' 6' 6' 6'
30"
30"
B /F 2 3.67
B /F 2 2.67
B /F 2 2.67B /F 2 1.67 B /F 2 1.67
B /F 2 0.67
B /F 1 7.33B /F 1 8.08
B /F 1 8.92B /F 1 9.03B /F 2 0.33
B /F 2 0.83
B /F 2 1.08
B /F 2 1.75
B /F 2 1.75B /F 2 2.25
B /F 2 0.67
T W 26 .00
B /F 2 0.67
T W 26 .00
B /F 2 0.67
T W 23 .56
B /F 2 0.67
T W 24 .06
30"
B /F 2 3.67 B /F 2 1.67
B /F 2 1.67
F OU ND AT IO N PLAN
3 /3 2 " = 1'0"
1 03'
(1 ) Al l fo un da ti on , pe de stal , an d re ta in in g wa ll c on crete sh al l be F 'c 3 00 0 psi at 28 days.
(2) A ll s te el rei nforce me nt s ha ll b eA ST M A6 15 , Grad e 40 , de fo rmed b ars un le ss o th erwi se specified in
d ra wi ng.
S-1
FO
UN
DA
TIO
N P
LAN
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE6 "4'
6 "
4'2 4'
B
S -1
AS -1
RS
-1
XS -1
US
-1
TS
-1
S
S-1
S
S -1
2 5'
2 1'
4'
2 5'
2 1'
4'
6 "
1 01'
8 "8 " 4 8'8 " 4 8' 8 "
12345677.58910
C
B
A
3 0' 3 0'
1 5' 1 5'
3 0' 3 0' 3 0' 3 0' 3 0'2 4'
S-4
SLA
B O
N G
RAD
E P
LAN
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE6 "4'
6 "
4'2 4'
B
S -1
AS -1
RS
-1
XS -1
US
-1
TS
-1
S
S-1
S
S -1
2 5'
2 1'
4'
2 5'
2 1'
4'
6 "
1 01'
8 "8 " 4 8'8 " 4 8' 8 "
12345677.58910
C
B
A
3 0' 3 0'
1 5' 1 5'
3 0' 3 0' 3 0' 3 0' 3 0'2 4'
S-4
SLA
B O
N G
RAD
E P
LAN
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
5 "
1 '-3"
# 5 Ø
WWM
1 /4 " X 1 1 /4 " JOINT (TYP.)
R
S -4
2 '-6" 2 '-1"
5 "
6 "
#5 x 30" SMOOTH DOWEL
WWM
PROVIDE 3/4"Ø L STRUCTURALCONNECTION INSERTS W/
3/4"Ø X 25" LONG COIL RODS
5 "
6 "
1 0"1 0"
1 /4 " X 1 1 /4" JOINT
(2 ) # 4 @ 7"O.C.
WWM
E L. 2 6.00
5 "
1 0"1 0"
1 /4 " X 1 1 /4" JOINT
(2 ) # 4 @ 7"O.C.
WWM
L O A D IN G DOCK
3 /4 " = 1'0"U
E L. 2 0.67
E L. 2 3.25
1 2' 2 0' M IN
S-6
SLA
B D
ETA
ILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
5 "
1 '-3"
# 5 Ø
WWM
1 /4 " X 1 1 /4 " JOINT (TYP.)
R
S -4
2 '-6" 2 '-1"
5 "
6 "
#5 x 30" SMOOTH DOWEL
WWM
PROVIDE 3/4"Ø L STRUCTURALCONNECTION INSERTS W/
3/4"Ø X 25" LONG COIL RODS
5 "
6 "
1 0"1 0"
1 /4 " X 1 1 /4" JOINT
(2 ) # 4 @ 7"O.C.
WWM
E L. 2 6.00
5 "
1 0"1 0"
1 /4 " X 1 1 /4" JOINT
(2 ) # 4 @ 7"O.C.
WWM
L O A D IN G DOCK
3 /4 " = 1'0"U
E L. 2 0.67
E L. 2 3.25
1 2' 2 0' M IN
S-6
SLA
B D
ETA
ILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
3 '-112"
2 '-112"
A
112
"
71
4"
7 "
714"
7 "
11
2"
112"
5 /1 6"
112"
3
3
5 /1 6"
3
3
3 " 112"
D AP B EA RING P LA TE INT O BEAM
5 /1 6" x 7 " SIDE P LA TE @ E A. S ID E OF B EAM
5 /6 " x 3" S TR AP P LA TE S BOTHS ID E S O F B E A M - TOP AND BOTTOM
9 " @ 3 7 1/2" BEAM1 5" @ 4 3 1/2" B EAM
D F/DF 2 0f V -7
6 3 /4 " X 3 7 1 /2" OR 43 1/2"
G LU -L AM S UP PO RT IN G BEAM
1
1
5 /1 6"
5 /1 6"B AS E (C AL L OUT)
1 " = 1'0"
B EA M /B EAM
7.5
2 X 3 S O L ID B L O CK @ 16 " O.C.
2 x 3 C O N T . EA. SIDE
5 /1 6"
1'1'
C OL.
3 /4 " GA P TY P.
5 ' 0 " MIN.
E A . SIDE
D F /D F 2 0f - V7
6 3 /4 " X 4 3 1/2" GLU-LAMMST 48
2 -L AY ER 5 /8 " TY PE X G YP .B D. E A. S IDE
C CO 7 6 EA . SIDE
W/ 3 /4 Ø X 9"M.B.
BB M / WA LL
1 " = 1'
C7.5F IR E WA LL /RO OF
1 " = 1'0"
2 " X 6 " S T U D S @ 16"O.C.
S O L ID B L O C K @ MID HEIGHT1 0 ' MA X O.C.
(2)-2 "X 6" T OP P LA TES
3 "X 6" T OP P LA TE W/ 6" S LO TT ED H OL ES @ 32"
O .C . W/ 2 "X 8 "X 1 " S L OTTED COUNTER BORES
5 /8 " TY PE X G YP .B D.
2 "X 3" C ON T.
(2 )-5 /8 " T Y P E X GYP.BD.
5 /8 "X 5 1 /2 " B O L T S W/ WASHERS @ 32"
O .C . CE NT ER ED IN SL OT TE D HOLES5 /8 " PLY
2 "X 3 " @ 16"O.C.B TWN. T RU SS ES E A. S IDE
D
11
1
3 '-71
2"
6 "
8 "
3 /4 "Ø X 4 1 /8 " TA PE RE D BO LT S EA . ?
3 /4 " GA P TY P.
8 " X 4 " 1 /2" X 3" ? EA . SIDE O F BE AM
W/ 1 3 /1 6 " x 1 7 /8 " LONG SLOTTED HOLE
H O R IZ . IN 8" LEG.
5 /1 6"
5 /1 6"
9 1 /2 " x 9 " x 5 /1 6" x 1'-3 1/2" ?
E A. S ID E OF B EAM
(3 ) - 3 /4 " Ø X 8 1 /2" A-307 BOLTS
2 "
1 '-3316
"3
316
"412"
412"
9 1 /2"
B EA M / WA LL
1 " = 1'0"
(6 ) - 3 /4 "Ø X 4 1 /8" TAPERED BOLTS
(3 ) E A . SIDE OF ?
B
634
"
9 "
9 "
112"
5 "3 /4 " X 3 /4 " CHAMFERS
P OL YU RE TH AN E SE AL ANT OVER
5 /8 "Ø B A CKER ROD
6 "
P LA N (L OWER ? O N LY)
1 " = 1'0"
11
2"
5 "
RO
OF B
EAM
DETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
3 '-112"
2 '-112"
A
112
"
71
4"
7 "
714"
7 "
11
2"
112"
5 /1 6"
112"
3
3
5 /1 6"
3
3
3 " 112"
D AP B EA RING P LA TE INT O BEAM
5 /1 6" x 7 " SIDE P LA TE @ E A. S ID E OF B EAM
5 /6 " x 3" S TR AP P LA TE S BOTHS ID E S O F B E A M - TOP AND BOTTOM
9 " @ 3 7 1/2" BEAM1 5" @ 4 3 1/2" B EAM
D F/DF 2 0f V -7
6 3 /4 " X 3 7 1 /2" OR 43 1/2"
G LU -L AM S UP PO RT IN G BEAM
1
1
5 /1 6"
5 /1 6"B AS E (C AL L OUT)
1 " = 1'0"
B EA M /B EAM
7.5
2 X 3 S O L ID B L O CK @ 16 " O.C.
2 x 3 C O N T . EA. SIDE
5 /1 6"
1'1'
C OL.
3 /4 " GA P TY P.
5 ' 0 " MIN.
E A . SIDE
D F /D F 2 0f - V7
6 3 /4 " X 4 3 1/2" GLU-LAMMST 48
2 -L AY ER 5 /8 " TY PE X G YP .B D. E A. S IDE
C CO 7 6 EA . SIDE
W/ 3 /4 Ø X 9"M.B.
BB M / WA LL
1 " = 1'
C7.5F IR E WA LL /RO OF
1 " = 1'0"
2 " X 6 " S T U D S @ 16"O.C.
S O L ID B L O C K @ MID HEIGHT1 0 ' MA X O.C.
(2)-2 "X 6" T OP P LA TES
3 "X 6" T OP P LA TE W/ 6" S LO TT ED H OL ES @ 32"
O .C . W/ 2 "X 8 "X 1 " S L OTTED COUNTER BORES
5 /8 " TY PE X G YP .B D.
2 "X 3" C ON T.
(2 )-5 /8 " T Y P E X GYP.BD.
5 /8 "X 5 1 /2 " B O L T S W/ WASHERS @ 32"
O .C . CE NT ER ED IN SL OT TE D HOLES5 /8 " PLY
2 "X 3 " @ 16"O.C.B TWN. T RU SS ES E A. S IDE
D
11
1
3 '-71
2"
6 "
8 "
3 /4 "Ø X 4 1 /8 " TA PE RE D BO LT S EA . ?
3 /4 " GA P TY P.
8 " X 4 " 1 /2" X 3" ? EA . SIDE O F BE AM
W/ 1 3 /1 6 " x 1 7 /8 " LONG SLOTTED HOLE
H O R IZ . IN 8" LEG.
5 /1 6"
5 /1 6"
9 1 /2 " x 9 " x 5 /1 6" x 1'-3 1/2" ?
E A. S ID E OF B EAM
(3 ) - 3 /4 " Ø X 8 1 /2" A-307 BOLTS
2 "
1 '-3316
"3
316
"412"
412"
9 1 /2"
B EA M / WA LL
1 " = 1'0"
(6 ) - 3 /4 "Ø X 4 1 /8" TAPERED BOLTS
(3 ) E A . SIDE OF ?
B
634
"
9 "
9 "
112"
5 "3 /4 " X 3 /4 " CHAMFERS
P OL YU RE TH AN E SE AL ANT OVER
5 /8 "Ø B A CKER ROD
6 "
P LA N (L OWER ? O N LY)
1 " = 1'0"
11
2"
5 "
RO
OF B
EAM
DETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
84 93
3'-112"
5 /1 6"
(4 ) 3 /4 " D IA. BOLTS
5 /1 6"
C OL UMN
5 /1 6 " X 1 0 " X 2 2 " S ID E P L. W/ 7/8" X 6 7/8"
X 2 2 " B E A R IN G P L . W/ (4 ) 3/4" @ 6 1/4"O.C.
U S E A T S 6 " X 6 " X 5 /16" COLUMN W/ 1/4"
F ILL ET TO PL.
614"
1 " = 1'0"
B EA M / CO LU MN
158"
614"
E
614"
158"
D F /D F 2 0 f -V 7 6 3 /4 " X 37 1/2" GLU-LAM
B AS E (C AL L OUT)
2 5 7 10
3'-71
2"
5 /1 6"
5 /1 6"
C OL UMN
(4 ) 3 /4 " D IA. BOLTS
B EA M / CO LU MN
5 /1 6 " X 1 0 " X 2 4 1 /2 " SIDE PL. W/ 7/8" X
6 7 /8 " X 2 4 1 /2 " B E A R ING PL. W/ (4) 3/4"
@ 7 "O.C.
U S E A T S 6 " X 6 " X 5/16" COLUMN W/
1 /4 " FILL ET T O PL.
F1 " = 1'0"
7"7"
112"
134"1
34"
7"
D F /D F 2 0 f -V 7 6 3 /4 " X 43 1/2" GLU-LAM
B AS E (C AL L OUT)
6
134"
412"
34"
312"
3'-712"
C OL UMN
3"
5 /1 6"
5 /1 6"5 /1 6 " X 1 0 " X 1 9 " S ID E P L . W/ 7/8" X 6 7/8" X19 1/2"B E A R IN G P L . W/ TOP ? T O B E 1 /2 " X 19 1/2" X 3"
S TR AP P L. W/ 13 /1 6" X 1 " SH OR T SL OT TE D HO LE S (
E A . S ID E O F B E A M) W/ (4 ) 3 /4" DIA. BOLTS W/ STD.
WAS HE RS C EN TE RE D EA . SIDE . US E A TS 6 " X 6" X
5 /1 6 " C O L U MN W/ 1 /4" FILLET TO PL.
T YP . BO TH S IDES
11
2"
B E A M /B E A M / COLUMN
(4 ) 3 /4 " D IA. BOLTS
112"4
58"3"
T YP . BO TH S IDES
1 " = 1'0"
G
D F /D F 2 0 f -V 7 6 3 /4 " X 43 1/2" GLU-LAM
B AS E (C AL L OUT)
S-7A
RO
OF B
EAM
DETAILS
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE
84 93
3'-112"
5 /1 6"
(4 ) 3 /4 " D IA. BOLTS
5 /1 6"
C OL UMN
5 /1 6 " X 1 0 " X 2 2 " S ID E P L. W/ 7/8" X 6 7/8"
X 2 2 " B E A R IN G P L . W/ (4 ) 3/4" @ 6 1/4"O.C.
U S E A T S 6 " X 6 " X 5 /16" COLUMN W/ 1/4"
F ILL ET TO PL.
614"
1 " = 1'0"
B EA M / CO LU MN
158"
614"
E
614"
158"
D F /D F 2 0 f -V 7 6 3 /4 " X 37 1/2" GLU-LAM
B AS E (C AL L OUT)
2 5 7 10
3'-71
2"
5 /1 6"
5 /1 6"
C OL UMN
(4 ) 3 /4 " D IA. BOLTS
B EA M / CO LU MN
5 /1 6 " X 1 0 " X 2 4 1 /2 " SIDE PL. W/ 7/8" X
6 7 /8 " X 2 4 1 /2 " B E A R ING PL. W/ (4) 3/4"
@ 7 "O.C.
U S E A T S 6 " X 6 " X 5/16" COLUMN W/
1 /4 " FILL ET T O PL.
F1 " = 1'0"
7"7"
112"
134"1
34"
7"
D F /D F 2 0 f -V 7 6 3 /4 " X 43 1/2" GLU-LAM
B AS E (C AL L OUT)
6
134"
412"
34"
312"
3'-712"
C OL UMN
3"
5 /1 6"
5 /1 6"5 /1 6 " X 1 0 " X 1 9 " S ID E P L . W/ 7/8" X 6 7/8" X19 1/2"B E A R IN G P L . W/ TOP ? T O B E 1 /2 " X 19 1/2" X 3"
S TR AP P L. W/ 13 /1 6" X 1 " SH OR T SL OT TE D HO LE S (
E A . S ID E O F B E A M) W/ (4 ) 3 /4" DIA. BOLTS W/ STD.
WAS HE RS C EN TE RE D EA . SIDE . US E A TS 6 " X 6" X
5 /1 6 " C O L U MN W/ 1 /4" FILLET TO PL.
T YP . BO TH S IDES
11
2"
B E A M /B E A M / COLUMN
(4 ) 3 /4 " D IA. BOLTS
112"4
58"3"
T YP . BO TH S IDES
1 " = 1'0"
G
D F /D F 2 0 f -V 7 6 3 /4 " X 43 1/2" GLU-LAM
B AS E (C AL L OUT)
S-7A
RO
OF B
EAM
DETAILS
C OMMERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourth St.
R en to n Wa ,9 8056
B ARRY COS GROVE