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4 9 ' -4"

7 0 ' -8"

4 8'

B /F 2 0.67

6 1 ' -2"

B /F 2 0.67

T W24 .06

T W23 .56 8"

V S -1

3 0"

B B /F 2 1.75

X

B /F 2 0.33

B /F 1 9.03

B /F 1 8.92

B /F 2 3.67

B /F 2 2.67

B /F 2 1.67

T S -1

B /F 2 1.67 B /F 2 0.67

W S -1

3 0"

3 0"

B /F 2 2.67

1 03'

B /F 1 7.33

B /F 1 8.08

S -5

C 3 0'

6'

6'

3 0'

11

10

9

6'

6'

3 0' 1 5'

8

3 0'

6'

3 0'

3 0'

3 0'

A S -1 2 5'

5

4

S -1 2 5'

2 1'

3

4'

C

2

6 "6 "

6" 4'

B ARRY COS GROVE

6

1 01'

S

B S -1

B /F 2 067

7

B

X S -1

3 0'

1 5'

7 .5

4'

2 1'

R S1

Y S -5

B /F 2 0.83 B /F 2 1.08

B /F 2 2.25

8"

A

FOUNDATION PLAN

B /F 2 1.75

6'

4 8'

U S -1

W

3 0'

8"

A W S -1

S -1

B /F 2 3.67

8"

T W26 .00

U S -1

SLAB ON GRADE PLAN

T W26 .00

B /F 2 1.67

4 8'

B /F 2 0.67

S

B /F 2 3.67

B /F 2 0.67

B /F 2 0.67

B /F 2 1.67

S -1

7 1' -1 0"

B /F 2 3.67

2 4'

3 0'

3 0'

3 0'

3 0'

3 0'

3 0'

3 0'

2 4'

B ARRY COS GROVE

4'

1 10

9

8

7 .5 1 5'

7

6

5

4

3

2

1

1 5'

R EN TO N TE CH NICA L COLLEGE F OU ND AT IO N PLAN 3 /3 2 " =1'0"

R EN TO N TE CH NICA L COLLEGE

3 0 0 0 n . e . fourthSt.

3 0 0 0 n . e . fourthSt.

R en to n Wa ,9 8056

R en to n Wa ,9 8056

(1 ) Al l fo un da ti on , pe de st al , an d re ta in in g wa l c on cret e sh al l be F 'c 3 00 0 psiat28days. (2) A l s te el rei nf orce me nt s ha l 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 C OMM ERC IAL BU ILDING

S-4 C OMM ERC IAL BU ILDING

3 /4 "Ø x 10"A.B. E L. 2 1.08

8 - # 5 Ø X4'6"

L

E L. 26 .00 E L. 2 6.00

E A. P ED.

1 /4 " X 1 1 /4 " JOINT(TYP.)

10"

6"

1 /4 " X 1 1 /4"JOINT

WWM #5 Ø

WWM 5"

5"

2 '- 6"

4 ' -11"

V AR IE S / SE E SC HE DULE

1 '- 3"

13 " (T YP.) 16

1 '-9

7 " (T YP.) 8

#5 x 30" SMOO L E W D H T

5 '- 6"

7 .5 X

P E D E S TAL @ 2 H R.FIREWALL

FTG.

PED . HEIG HT

S IZE

B -2

7 '- 6"

7 's q. X 1 4"dp.

B -3

6 '- 9"

7 's q. X 1 4"dp.

B -4

5 ' -11"

7 's q. X 1 4"dp.

B -5

5 '- 0"

7 's q. X 1 4"dp.

B -6

4 '- 6"

6 's q. X 1 4"dp.

B -7

4 '- 0"

B -7 .5

3 '- 5"

7 's q. X 1 4"dp.

E QUAL

E QUAL

Scale: 3 /4 "= ' 1

E L. V AR IES V AR IE S / SE E SC HE DULE

P ED ESTAL SCHE DULE R EI NFOR CEMENT G R D . 4 0 , # 6 @ 1 0 "O . C .EA.WAY3"CLEAROF B ASE

G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF B ASE

G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF B ASE G R D . 4 0 , # 6 @ 1 0 "O . C .EA.WAY3"CLEAROF B ASE

G R D . 4 0 , # 5 @ 1 0 "O . C .EA.WAY3"CLEAROF B ASE G R D . 4 0 , # 6 @ 1 0 "O . C .EA.WAY3"CLEAROF B ASE

5"

WWM

R

B TM . OF FTG.

3

1 7.3 300

Y

1 8.0 800

F OO TI NG S 2-10 Scale: 3 /4 "= ' 1

1 0"

PROVIDE 3 "Ø /4 L STRUCTU L A R CONNECTION INS / W T R E 3/4"Ø X 25" LONG S D R IL O C

(2 ) # 4 @ 7"O.C.

1 0"

6"

S -4

WWM

SLAB DE TAILS

1 '-7

FOUNDATION DETAILS

1 '- 6"

# 4 Ø @ 9"O.C.

2 '- 1"

1 /4 " X 1 1 /4"JOINT

5"

1 0"

(2 ) # 4 @ 7"O.C.

1 0"

E L. 2 3.25

B ARRY COS GROVE

1 8.9 200

B ARRY COS GROVE

1 9.8 300

E L. 2 0.67 1 2'

3 " X 9" A NC HO R SL EEVE 2 0.3 300

3"

U 2 0.8 300

2 0' M IN

S EE DD FO R SP AC ING

1 '- 2"

R EN TO N TE CH NICA L COLLEGE 9"

3 0 0 0 n . e . fourthSt.

L O A D IN GDOCK 3 /4 " = 1'0"

R EN TO N TE CH NICA L COLLEGE 3 0 0 0 n . e . fourthSt. R en to n Wa ,9 8056

R en to n Wa ,9 8056

V AR IE S / SE E SC HE DULE P R O V ID E # 3 H O R IZ O N T ALTIES(2)@5"O.C. 5 ' -6 " X 3 ' -6 "X18"dp.

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

2 1.0 800

1 /2 " O F B T M.OFPED.

B -8

3 '- 1"

7 's q. X 1 4"dp.

B -9

3 '- 1"

7 's q. X 1 4"dp.

B -10

7 's q. X 1 4"dp. 2 '- 7"

C OMM ERC IAL BU ILDING

G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF B ASE G RD . 40 , # 6 @ 12 "O .C . EA .WAY 3 " CL EA R OF B ASE

G R D . 4 0 , # 6 @ 1 0 "O . C .EA.WAY3"CLEAROF B ASE

1

F OUN DATION Scale: 3 /4 ' "-1

2 1.7 500

F OO TING SCH ED ULE

2 1.7 500

TYPE 2 2.2 500

FOO TI NG WIDTH

L OA D BE AR ING

3 6" X 1 4" D P.

N O N -L O A D BEARING

2 6" X 1 4" D P.

R EBAR (3 ) G R D . 4 0 , # 5 @ 9 " O . C .3"CLEAROFFTG.BTM. (2 ) G R D 4 0 , # 5 @ 1 2 "O . C .3"CLEAROFFTG.BTM.

S-5

S-6


D AP B EA RING P LA TE INT O BEAM 5 /1 6"

D F /D F 2 0 f -V 7 6 3 /4 "X371/2"GLU-LAM

3

5 /8 "X 5 1 /2 " B O L T S W/WASHERS@32"

3

3 '-1

1 1 " 2

2 '-1

1 " 2

1 " 2

2X " 3" C ON T.

O .C . CE NT ER ED IN SL OT TE D HOLES

5 /8 " PLY

5 /6 " x 3" S TR AP P LA TE S BOTH S ID E S O F B E A M - TOPANDBOTTOM

5 /1 6" 1 7 " 4 5 /1 6"

D F/DF 2 0f V -7

7"

1 1

2 "X 3 " @ 16"O.C. B TWN. T RU SS ES E A. S IDE

3X " 6" T OP P LA TE W/ 6" S LO TT ED H OL ES @ 32"

(2)-2 X " 6" T OP P LA TES

7 .5

1 " = 1'0"

C

5 ' 0 " MIN. E A . SIDE

6" 8"

3 /4 " GA P TY P. 3 /4 "Ø X 4 1 /8 " TA PE RE D BO LT S EA .

8 " X 4 " 1 /2"X3" D F /D F 2 0f-V7

?

EA . SIDE O F BE AM

?

W/ 1 3 /1 6 " x 1 7 /8 " LONGSLOTTEDHOLE

6 3 /4 " X 4 3 1/2"GLU-LAM

H O R IZ . IN 8"LEG.

1 1" 2

C CO 7 6 EA . SIDE

(6 ) - 3 /4 "Ø X 4 1 /8"TAPEREDBOLTS (3 ) E A . SIDEOF

W/ 3 /4 Ø X 9"M.B. 3 /4 " GA P TY P.

9 1 /2 " x 9 " x 5 /1 6"x1'-31/2"

2"

E A. S ID E OF B EAM

?

(3 ) - 3 /4 " Ø X 8 1 /2"A-307BOLTS 3 /4 " X 3 /4 "CHAMFERS

5" 9"

3 6 " 4

2 -L AY ER 5 /8 " TY PE X G YP .B D. E A. S IDE

1 4" 2

B 5"

1 4" 2

3 3 " 16

1 '-3

?

3

5 /8 "Ø B A CKERROD

1'

B

9

7"

(4 ) 3 /4 " D IA.BOLTS

7"

3 14"

7"

3 14"

1 12"

3'-7

3 4"

41" 2 33" 14"

B AS E (C AL L OUT) 5 /1 6" 5 /1 6"

T YP . BO TH S IDES

5 48" 11" 3"1 2 1 " 2

(4 ) 3 /4 " D IA.BOLTS

5 /1 6 " X 1 0 " X 2 4 1 /2 " SIDEPL.W/7/8"X

5 /1 6"

C OL UMN

S TR AP P L. W/ 13 /1 6" X 1 " SH OR T SL OT TE D HO LE S(

1 /4 " FILL ET T O PL.

E A . S ID E O F B E A M ) W/ (4 ) 3 /4"DIA.BOLTSW/STD. C OL UMN

P LA N (L OWER

? O N LY)

5 /1 6"

R EN TO N TE CH NICA L COLLEGE 3 0 0 0 n . e . fourthSt.

F

B M / WA LL

1 " = 1'0"

G

B EA M / WA LL 1 " = 1'0"

5 /1 6 " C O L U M N W/ 1 /4"FILLETTOPL.

R EN TO N TE CH NICA L COLLEGE 3 0 0 0 n . e . fourthSt. R en to n Wa ,9 8056

B E A M /B E A M /COLUMN 1 " = 1'0"

11

D

WAS HE RS C EN TE RE D EA . SIDE . US E A TS 6 " X 6" X

B EA M / CO LU MN

R en to n Wa ,9 8056

1 " = 1'

B ARRY COS GROVE

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"

5 /1 6"

U S E A T S 6 " X 6 " X 5/16"COLUMNW/

1 1 " 2

3'-7 1 " 2

B AS E (C AL L OUT)

6 7 /8 " X 2 4 1 /2 " B E A R INGPL.W/(4)3/4" @ 7 "O.C.

T YP . BO TH S IDES

1 32 "

1 " 2

3 " 16

1 " = 1'0"

1'

8

D F /D F 2 0 f -V 7 6 3 /4 "X431/2"GLU-LAM

9 1 /2"

9"

4

1 " = 1'0"

D F /D F 2 0 f -V 7 6 3 /4 "X431/2"GLU-LAM

1 3 '-7 " 2

B ARRY COS GROVE

B EA M / CO LU MN

E

5 /1 6" P OL YU RE TH AN E SE AL ANTOVER

C OL.

U S E A T S 6 " X 6 " X 5 /16"COLUMNW/1/4" F ILL ET TO PL.

1 " = 1'0"

6"

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.

C OL UMN

F IR E WA LL /RO OF

2 x 3 C O N T .EA.SIDE

5 /1 6"

5 /1 6"

5 /1 6"

S O L ID B L O C K @MIDHEIGHT 1 0 ' M A XO.C.

B EA M /B EAM

2 X 3 S O L ID B L O CK@16"O.C.

M ST 48

5 18"

B AS E (C AL L OUT)

2 " X 6 " S T U D S@16"O.C.

9 " @ 3 7 1/2"BEAM 1 5" @ 4 3 1/2" B EAM

A

(4 ) 3 /4 " D IA.BOLTS

O . C . W/ 2 "X 8 "X 1 " S L OTTEDCOUNTERBORES

B AS E (C AL L OUT)

1 1 " 2

6 3 /4 " X 3 7 1 /2"OR431/2" G LU -L AM S UP PO RT IN G BEAM

1 64" 1 64" 1 1 6 4 " 3'-1 2 " 5 18"

5 /8 " TY PE X G YP .B D.

(2 )-5 /8 " T Y P EXGYP.BD.

3 3

1 1" 2

ROOF BE AM DETAILS

1 7" 4

5 /1 6" x 7 " SIDE P LA TE @ E A. S ID E OF B EAM 3"

ROOF BE AM DETAILS

1 1 " 2 1 1 " 2 7"

5 /1 6"

2

1

5

6

7 10

7 .5

S-7A C OMM ERC IAL BU ILDING



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