6. 7.5
E L.2 1.08
5 '-6"
1 '-9
7
8
" (T YP.)
1 '-7
13
16
" (T YP.)
1 '-6"
4 ' -11"
# 4 Ø @ 9"O.C.
8 - # 5 Ø X4'6" L E A.P ED.
10"
3 /4 "Ø x 10"A.B.
3
V AR IE S /SE E SC HE DULE
E QUAL
E QUAL
VARIES/SEESCHEDULE
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
FOUNDATIONDETAILS
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
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.WAY3"CLEAROF
B ASE
1 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 ASE
1 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 ASE
1 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.WAY3"CLEAROF
B ASE
1 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.WAY3"CLEAROF
B ASE
2 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.WAY3"CLEAROF
B ASE
2 0.8 300
B -7 .5 3 '-5" 5 ' -6 " X 3 ' -6 "X18"dp.
P R O V ID E # 3 H O R IZ O N T ALTIES(2)@5"O.C.
WIT HIN 1 1/2"O F TO P OF P ED ES TA LAND
B AL AN CE @ 1 0"O.C.W/LA ST T IE WIT HT IN 1
1 /2 " O F B T M.OFPED.
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 ASE
2 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 ASE
2 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.WAY3"CLEAROF
B ASE
2 2.2 500
Scale:3/4"=1'
PED ESTAL @ 2 H R.FIREWALL
X
Scale:3/4"=1'
FOO TI NG S2-10
Y
Scale:3/4"-1'
FOUN DATION
1
F OO 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"CLEAROFFTG.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"CLEAROFFTG.BTM.
7.5
E L.2 1.08
5 '-6"
1 '-9
7
8
" (T YP.)
1 '-7
13
16
" (T YP.)
1 '-6"
4 ' -11"
# 4 Ø @ 9"O.C.
8 - # 5 Ø X4'6" L E A.P ED.
10"
3 /4 "Ø x 10"A.B.
3
V AR IE S /SE E SC HE DULE
E QUAL
E QUAL
VARIES/SEESCHEDULE
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
FOUNDATIONDETAILS
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
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.WAY3"CLEAROF
B ASE
1 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 ASE
1 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 ASE
1 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.WAY3"CLEAROF
B ASE
1 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.WAY3"CLEAROF
B ASE
2 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.WAY3"CLEAROF
B ASE
2 0.8 300
B -7 .5 3 '-5" 5 ' -6 " X 3 ' -6 "X18"dp.
P R O V ID E # 3 H O R IZ O N T ALTIES(2)@5"O.C.
WIT HIN 1 1/2"O F TO P OF P ED ES TA LAND
B AL AN CE @ 1 0"O.C.W/LA ST T IE WIT HT IN 1
1 /2 " O F B T M.OFPED.
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 ASE
2 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 ASE
2 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.WAY3"CLEAROF
B ASE
2 2.2 500
Scale:3/4"=1'
PED ESTAL @ 2 H R.FIREWALL
X
Scale:3/4"=1'
FOO TI NG S2-10
Y
Scale:3/4"-1'
FOUN DATION
1
F OO 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"CLEAROFFTG.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"CLEAROFFTG.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
U
S -1
V
S -1
W
S -1
W
S -1
X
S -5
Y
S -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 2 067
6' 6'
6' 6' 6' 6'
30"
30"
B /F 2 3.67
B /F 2 2.67
B /F 2 2.67
B /F 2 1.67 B /F 2 1.67
B /F 2 0.67
B /F 1 7.33
B /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 W26 .00
B /F 2 0.67
T W26 .00
B /F 2 0.67
T W23 .56
B /F 2 0.67
T W24 .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 psiat28days.
(2)A ll s te el rei nforce me nts ha ll b eA ST M A6 15 ,Grad e 40 ,de fo rmed b ars un le ss o th erwi sespecifiedin
d ra wi ng.
S-1
FOUNDATIONPLAN
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
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
U
S -1
V
S -1
W
S -1
W
S -1
X
S -5
Y
S -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 2 067
6' 6'
6' 6' 6' 6'
30"
30"
B /F 2 3.67
B /F 2 2.67
B /F 2 2.67
B /F 2 1.67 B /F 2 1.67
B /F 2 0.67
B /F 1 7.33
B /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 W26 .00
B /F 2 0.67
T W26 .00
B /F 2 0.67
T W23 .56
B /F 2 0.67
T W24 .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 psiat28days.
(2)A ll s te el rei nforce me nts ha ll b eA ST M A6 15 ,Grad e 40 ,de fo rmed b ars un le ss o th erwi sespecifiedin
d ra wi ng.
S-1
FOUNDATIONPLAN
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE
6 "
4'
6 "
4'2 4'
B
S -1
A
S -1
R
S-1
X
S -1
U
S-1
T
S-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
SLABONGRADEPLAN
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE
6 "
4'
6 "
4'2 4'
B
S -1
A
S -1
R
S-1
X
S -1
U
S-1
T
S-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
SLABONGRADEPLAN
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
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" SMOOTHDOWEL
WWM
PROVIDE 3/4"Ø L STRUCTURAL
CONNECTION INSERTSW/
3/4"Ø X 25" LONGCOILRODS
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 GDOCK
3 /4 " = 1'0"U
E L.2 0.67
E L.2 3.25
1 2' 2 0' M IN
S-6
SLABDETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
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" SMOOTHDOWEL
WWM
PROVIDE 3/4"Ø L STRUCTURAL
CONNECTION INSERTSW/
3/4"Ø X 25" LONGCOILRODS
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 GDOCK
3 /4 " = 1'0"U
E L.2 0.67
E L.2 3.25
1 2' 2 0' M IN
S-6
SLABDETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE

7. 3 '-1
1
2
"
2 '-1
1
2
"
A
1
1
2
"
7
1
4
"
7 "
7
1
4
"
7 "
1
1
2
"
1
1
2
"
5 /1 6"
1
1
2
"
3
3
5 /1 6"
3
3
3 " 1
1
2
"
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 BOTH
S ID E S O F B E A M -TOPANDBOTTOM
9 " @ 3 7 1/2"BEAM
1 5"@ 4 3 1/2"B EAM
D F/DF 2 0fV -7
6 3 /4 " X 3 7 1 /2"OR431/2"
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-LAM
M ST 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.
B
B M /WA LL
1 " = 1'
C7.5
F 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 @MIDHEIGHT
1 0 ' M A XO.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 OTTEDCOUNTERBORES
5 /8 "TY PE X G YP .B D.
2 "X 3"C ON T.
(2 )-5 /8 " T Y P EXGYP.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 HOLES
5 /8 "PLY
2 "X 3 " @ 16"O.C.
B TWN.T RU SS ES E A.S IDE
D
11
1
3 '-7
1
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"X3" ? EA .SIDE O F BE AM
W/ 1 3 /1 6 " x 1 7 /8 "LONGSLOTTEDHOLE
H O R IZ . IN 8"LEG.
5 /1 6"
5 /1 6"
9 1 /2 " x 9 " x 5 /1 6"x1'-31/2" ?
E A.S ID E OF B EAM
(3 ) - 3 /4 " Ø X 8 1 /2"A-307BOLTS
2 "
1 '-3
3
16
"
3
3
16
"
4
1
2
"
4
1
2
"
9 1 /2"
B EA M /WA LL
1 " = 1'0"
(6 ) - 3 /4 "Ø X 4 1 /8"TAPEREDBOLTS
(3 ) E A . SIDEOF ?
B
6
3
4
"
9 "
9 "
1
1
2
"
5 "
3 /4 " X 3 /4 "CHAMFERS
P OL YU RE TH AN E SE AL ANTOVER
5 /8 "Ø B A CKERROD
6 "
P LA N (L OWER ? O N LY)
1 " = 1'0"
1
1
2
"
5 "
ROOFBEAMDETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE
3 '-1
1
2
"
2 '-1
1
2
"
A
1
1
2
"
7
1
4
"
7 "
7
1
4
"
7 "
1
1
2
"
1
1
2
"
5 /1 6"
1
1
2
"
3
3
5 /1 6"
3
3
3 " 1
1
2
"
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 BOTH
S ID E S O F B E A M -TOPANDBOTTOM
9 " @ 3 7 1/2"BEAM
1 5"@ 4 3 1/2"B EAM
D F/DF 2 0fV -7
6 3 /4 " X 3 7 1 /2"OR431/2"
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-LAM
M ST 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.
B
B M /WA LL
1 " = 1'
C7.5
F 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 @MIDHEIGHT
1 0 ' M A XO.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 OTTEDCOUNTERBORES
5 /8 "TY PE X G YP .B D.
2 "X 3"C ON T.
(2 )-5 /8 " T Y P EXGYP.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 HOLES
5 /8 "PLY
2 "X 3 " @ 16"O.C.
B TWN.T RU SS ES E A.S IDE
D
11
1
3 '-7
1
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"X3" ? EA .SIDE O F BE AM
W/ 1 3 /1 6 " x 1 7 /8 "LONGSLOTTEDHOLE
H O R IZ . IN 8"LEG.
5 /1 6"
5 /1 6"
9 1 /2 " x 9 " x 5 /1 6"x1'-31/2" ?
E A.S ID E OF B EAM
(3 ) - 3 /4 " Ø X 8 1 /2"A-307BOLTS
2 "
1 '-3
3
16
"
3
3
16
"
4
1
2
"
4
1
2
"
9 1 /2"
B EA M /WA LL
1 " = 1'0"
(6 ) - 3 /4 "Ø X 4 1 /8"TAPEREDBOLTS
(3 ) E A . SIDEOF ?
B
6
3
4
"
9 "
9 "
1
1
2
"
5 "
3 /4 " X 3 /4 "CHAMFERS
P OL YU RE TH AN E SE AL ANTOVER
5 /8 "Ø B A CKERROD
6 "
P LA N (L OWER ? O N LY)
1 " = 1'0"
1
1
2
"
5 "
ROOFBEAMDETAILS
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE
84 93
3'-1
1
2"
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"X67/8"
X 2 2 " B E A R IN G P L . W/ (4 )3/4"@61/4"O.C.
U S E A T S 6 " X 6 " X 5 /16"COLUMNW/1/4"
F ILL ET TO PL.
6
1
4"
1 " = 1'0"
B EA M /CO LU MN
1
5
8"
6
1
4"
E
6
1
4"
1
5
8"
D F /D F 2 0 f-V 7 6 3 /4 "X371/2"GLU-LAM
B AS E (C AL L OUT)
2 5 7 10
3'-7
1
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 " SIDEPL.W/7/8"X
6 7 /8 " X 2 4 1 /2 " B E A R INGPL.W/(4)3/4"
@ 7 "O.C.
U S E A T S 6 " X 6 " X 5/16"COLUMNW/
1 /4 "FILL ET T O PL.
F
1 " = 1'0"
7"
7"
1
1
2"
1
3
4"1
3
4"
7"
D F /D F 2 0 f-V 7 6 3 /4 "X431/2"GLU-LAM
B AS E (C AL L OUT)
6
1
3
4"
41
2
"
3
4"
3
1
2"
3'-71
2
"
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"X67/8"X191/2"
B E A R IN G P L .W/TOP ? T O B E 1 /2 " X 191/2"X3"
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.BOLTSW/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 M N W/ 1 /4"FILLETTOPL.
T YP .BO TH S IDES
1
1
2
"
B E A M /B E A M /COLUMN
(4 ) 3 /4 " D IA.BOLTS
11
2
"4
5
8"
3"
T YP .BO TH S IDES
1 " = 1'0"
G
D F /D F 2 0 f-V 7 6 3 /4 "X431/2"GLU-LAM
B AS E (C AL L OUT)
S-7A
ROOFBEAMDETAILS
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE
84 93
3'-1
1
2"
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"X67/8"
X 2 2 " B E A R IN G P L . W/ (4 )3/4"@61/4"O.C.
U S E A T S 6 " X 6 " X 5 /16"COLUMNW/1/4"
F ILL ET TO PL.
6
1
4"
1 " = 1'0"
B EA M /CO LU MN
1
5
8"
6
1
4"
E
6
1
4"
1
5
8"
D F /D F 2 0 f-V 7 6 3 /4 "X371/2"GLU-LAM
B AS E (C AL L OUT)
2 5 7 10
3'-7
1
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 " SIDEPL.W/7/8"X
6 7 /8 " X 2 4 1 /2 " B E A R INGPL.W/(4)3/4"
@ 7 "O.C.
U S E A T S 6 " X 6 " X 5/16"COLUMNW/
1 /4 "FILL ET T O PL.
F
1 " = 1'0"
7"
7"
1
1
2"
1
3
4"1
3
4"
7"
D F /D F 2 0 f-V 7 6 3 /4 "X431/2"GLU-LAM
B AS E (C AL L OUT)
6
1
3
4"
41
2
"
3
4"
3
1
2"
3'-71
2
"
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"X67/8"X191/2"
B E A R IN G P L .W/TOP ? T O B E 1 /2 " X 191/2"X3"
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.BOLTSW/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 M N W/ 1 /4"FILLETTOPL.
T YP .BO TH S IDES
1
1
2
"
B E A M /B E A M /COLUMN
(4 ) 3 /4 " D IA.BOLTS
11
2
"4
5
8"
3"
T YP .BO TH S IDES
1 " = 1'0"
G
D F /D F 2 0 f-V 7 6 3 /4 "X431/2"GLU-LAM
B AS E (C AL L OUT)
S-7A
ROOFBEAMDETAILS
C OMM ERC IAL BU ILDING
R EN TO N TE CH NICA L COLLEGE
3 0 0 0 n .e . fourthSt.
R en to n Wa ,9 8056
B ARRY COS GROVE