barrys electronic portfolio

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"


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

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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 ASE1 9.8 300


B ASE2 0.3 300


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 ASE2 1.7 500


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


E QUALE QUAL

VAR

IES / SE

E SC

HE

DULE

E L. V AR IES

E L. 26 .00

1 '-2"


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





B ARRY COS GROVE

PED ESTAL SCHEDULE

FTG. PED . HEIG HT S IZE R EI NFOR CEMENT B TM. OF FTG.


B ASE1 7.3 300


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 ASE1 9.8 300


B ASE2 0.3 300


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 ASE2 1.7 500


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

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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

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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





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





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




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




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




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




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





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





B ARRY COS GROVE

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