Plans.pdf

STRENGTHENING @ TRUSS COLUMNS

AT ALL LOCATIONS

COLUMN ELEVATION

SCALE: 3/4" = 1'-0"

A

SS3.0

B

AND

A

(E) COL BASE & FTG

TO REMAIN

(E) COL BYD

(N) STRENGTHENING ⅊,

TYP ES OF COL.

SEE 1/SS5.0

VARIES

T.O. (N) OR (E) PAVING

AS OCCURS, SAD

9'-11"±

T.O. (E) CHANNEL

(BOTT CHORD OF (E) SIDE TRUSS)

15'-0"±

T.O. (N) PLATE,

TYP ES OF (E) COL

C

LR

FR

O M

(E

FR

M G

TY

P

SS5.0 AT (N) SIDE TRUSS CONNECTION,

TYP ES OF COL.

(SEE 12/SS5.0 @ MISSING SIDE TRUSS

ALONG GRID B BTWN GRIDS 3 & 4)

SS4.0

(N) GRADE BEAMS & STRENGTHENING

PIERS, SEE PLAN ON SS2.0

(E) 2L 312x212x14"

(E) 2L 4x4x12

(E) 2L 212x212x14"

(E) 2L 212x2x14"

(E) 2L 6x4x12

AT (N) SIDE TRUSS

CONNECTION, TYP ES OF COL.

(SEE 10/SS5.0 @ MISSING SIDE TRUSS

ALONG GRID B BTWN GRIDS 3 & 4)

SS5.0

REMOVE DAMAGED KNEE BRACES AT (2) LOCATIONS

AT A-1 & A-2 AND INSTALL (N) KNEE BRACES.

SEE DTL 9/SS5.0

A

SS3.1

B

SS3.1

AT TYP

SIDE TRUSS

AT MISSING

SIDE TRUSS

A

SS4.0

SS4.0

GRADE BEAMS AT GRIDS

IN FOREGROUND, SEE

AND A B

T.O. (E) CONC FTG

V A R

IE

S

M

IN

M A X

M

IN

C

LR

(E) FTG TO REMAIN

SHEET NOTES

1. SEE SS0 & SS1 SHEETS FOR GENERAL NOTES & TYPICAL DETAILS.

2. DIMS ARE TO CENTERLINE OF COLS/BMS OR FACE OF STEEL, UNO.

3. BM CENTERLINES SHALL ALIGN W/ COL CENTERLINES, UNO.

4. TYPICAL NOTES FOR ALL FIELD WELDS:

· PRIOR TO WELDING, ABATE PAINT FOR 12" WIDTH DOWN TO

BRIGHT METAL FOR FULL HEIGHT OF WELD.

· UPON COMPLETION & INSPECTION, PRIME THE NEW MATERIAL

WITH PRIMER & TWO COATS OF RUST-INHIBITING PAINT.

A R

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No. S2030

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CALIFORNIA DEPARTMENT OF

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CYS Job No.: 25007

THESE DRAWINGS ARE

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FOR CONSTRUCTION

UNLESS STAMPED &

SIGNED BY THE

ENGINEER OF RECORD.

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FOR CONSTRUCTION

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

V1

REV.DATE: DESCRIPTION

3 08/12/25 CB-03

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject to field inspection. One set of approved plans

24-4640

TYPICAL SIDE TRUSS REPAIR

ALONG GRIDS A & B

ELEVATION

SCALE: 3/4" = 1'-0"

A

SS3.1

(N) C7x9.8 TOP CHORD

(N) C7x9.8 BOTTOM CHORD

(E L3 x3 x 1 4

(E L3 x3 x 1 4

(E L3 x3 x 1 4

(E) L3 x3 x 1

(E) L3 x3 x 1

(E) L3x3x 1

(E) L6x4x38, TYP

REPLACE (E) 34"Ø BOLTS

W/ 34"Ø ASTM F3125, GR.

A325-N HSBs, TYP

(E) L6x4x38, TYP

REPLACE (E) 34"Ø BOLTS

W/ 34"Ø ASTM F3125, GR.

A325-N HSBs, TYP

COL STRENGTHENING ⅊s

PER 1/SS5.0, TYP

TYP

(E) 8"x39.5# H COL

TYP

SS5.0

SS5.0

REPAIR AT MISSING SIDE TRUSS

ALONG GRID B BTWN GRIDS 3 & 4

ELEVATION

SCALE: 3/4" = 1'-0"

B

SS3.1

4 3

(N) HSS6x4x516 FLAT

(N) HSS6x4x516 FLAT

SS5.0 OH

COL STRENGTHENING ⅊s

PER 1/SS5.0, TYP

(E) 8"x39.5# H COL

SS5.0 OH

SS5.0

SS5.0

SHEET NOTES

1. SEE SS0 & SS1 SHEETS FOR GENERAL NOTES & TYPICAL DETAILS.

2. DIMS ARE TO CENTERLINE OF COLS/BMS OR FACE OF STEEL, UNO.

3. BM CENTERLINES SHALL ALIGN W/ COL CENTERLINES, UNO.

4. TYPICAL NOTES FOR ALL FIELD WELDS:

· PRIOR TO WELDING, ABATE PAINT FOR 12" WIDTH DOWN TO

BRIGHT METAL FOR FULL HEIGHT OF WELD.

· UPON COMPLETION & INSPECTION, PRIME THE NEW MATERIAL

WITH PRIMER & TWO COATS OF RUST-INHIBITING PAINT.

A R

T H

U R

ERNEST

R O

S S

S

TRUCTURA

L

No. S2030

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T A

TE

OF CALIFO

R N

IA

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IS

T E R

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PR

OFESSIONAL

E N G

IN

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IT

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IL

E

DATE:

SHEET NUMBER

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B

C

D

E

F

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K

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V2

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

08/12/2025

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REV. DATE: DESCRIPTION

CYS Job No.: 25007

THESE DRAWINGS ARE

PRELIMINARY AND NOT

FOR CONSTRUCTION

UNLESS STAMPED &

SIGNED BY THE

ENGINEER OF RECORD.

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SS3.1

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FOR CONSTRUCTION

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

V1

REV.DATE: DESCRIPTION

3 08/12/25 CB-03

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject

(E) COL STRENGTHENING - ALL COLUMNS

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

1/4

4" IS MIN.

TYP CONT BOTH

SIDES AT ⅊

STRENGTHENING

⅊1

2x10"x15'-0"±

TYP EA SIDE OF (E) COL

(E) 8"x39.5# H COL

B

A

NOTES:

1. THE FILLET WELD MUST BE CONTINUOUS.

2. PRIOR TO WELDING, ABATE PAINT FOR 12" WIDTH DOWN TO

BRIGHT METAL FOR FULL HEIGHT OF WELD.

3. UPON COMPLETION & INSPECTION, PRIME THE NEW MATERIAL

WITH PRIMER & TWO COATS OF RUST-INHIBITING PAINT.

AT TOP OF EACH (E) COL:

16" SLOPED CAP ⅊, ES OF

COL. EXTEND THE CAP ⅊

4" BYD THE FACE OF THE

2" VERT ⅊.

3/16

3 SIDES (E) COL

TO CAP ⅊, TYP ES

TYP STRENGTHENING ⅊

TO CAP ⅊3/16

1 4 M

IN

TYP SIDE TRUSS

BOTT CHORD CONNECTION

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

TYP SIDE TRUSS

BOTT CHORD CONNECTION

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

SCALE: NTS

SS5.0

B

AND

A

(E) MAIN TRUSS ABV

(E) 8"x39.5# H COL

COL STRENGTHENING

⅊s PER 1/SS5.0

TYP

3/16

4"Ø ASTM F3125,

GR. A325-N HSBs

152 THRU

NOTE:

ONE SIDE ONLY AT

GRIDLINES 1 & 16

SY

M M

ET

R

IC

A L

A B O U T

G R

ID

LI

N E, T

YP

E Q

(N) C7x9.8 BOTT CHORD

W/ FLGS DOWNWARD, TYP

⅊1 2x8x REQ

1 12" MIN

1" MAX

SS5.0

TYP

152 THRU

NOTE:

ONE SIDE ONLY AT

GRIDLINES 1 & 16

SY

M M

ET

R

IC

A L

A B O U T

G R

ID

LI

N E, T

YP

TYP

3/16

(N) C7x9.8 BOTT

CHORD W/ FLGS

DOWNWARD, TYP

⅊1 2x8x REQ

2- 34"Ø ASTM F3125, GR.

A325-N HSBs, TYP

(E) ANGLES AS OCCUR AT

ORIGINAL BOTT CHORD

LOCATIONS TO BE ABANDONED.

REMOVE OR CUT AS

NECESSARY FOR INSTALLATION

OF (N) STRENGTHENING PLATES

PER 1/SS5.0.

A

A

DETAIL A-A

COL STRENGTHENING

⅊S PER 1/SS5.0

3" EQEQ

(E) 8"x39.5# H COL

SHEET NOTES

1. SEE SS0 & SS1 SHEETS FOR GENERAL NOTES & TYPICAL DETAILS.

2. DIMS ARE TO CENTERLINE OF COLS/BMS OR FACE OF STEEL, UNO.

3. BM CENTERLINES SHALL ALIGN W/ COL CENTERLINES, UNO.

4. TYPICAL NOTES FOR ALL FIELD WELDS:

· PRIOR TO WELDING, ABATE PAINT FOR 12" WIDTH DOWN TO

BRIGHT METAL FOR FULL HEIGHT OF WELD.

· UPON COMPLETION & INSPECTION, PRIME THE NEW MATERIAL

WITH PRIMER & TWO COATS OF RUST-INHIBITING PAINT.

TYP SIDE TRUSS

TOP CHORD CONNECTION

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

TYP SIDE TRUSS

TOP CHORD CONNECTION

DETAIL

SCALE: 3" = 1'-0"

SS5.0

B

A

(E) SIDE TRUSS TOP CHORD TO BE

REPLACED, SEE 6/SS5.0

SS5.0

(N) ATTACHMENT ⅊s, SEE 6 & 7/SS5.0

NOTE:

NEW CHANNEL AND (E) DIAGONAL

SIDE TRUSS MEMBERS NOT SHOWN

FOR CLARITY. SEE DTL 6/SS5.0

3"

MIN

112"

MIN

112"

MIN

4"Ø ASTM F3125, GR. A325-N HSBs

SS5.0 CAP ⅊ ES

PER 1/SS5.0

⅊3 8x4" TYP ES

(N) C7x9.8 TOP

CHORD, TYP

RELOCATED

ASSEMBLY,

TYP ES:

(E) L3x3x14

DIAG TRUSS

WEB RIVETED

TO (E) L6x4x38

(E) DBL L4x4x12

BOTT CHORD

OF MAIN TRUSS

(E) L6x4x38, TYP ES

SS5.0

(E) RIVETS, TYP

1/4 4"

TYP

(N) ⅊3

4 (50 KSI)

TYP ES.

SEE 7/SS5.0

(E) 8"x39.5#

H COL

REMOVE (E) TOP

CHORD CHANNEL &

REPLACE W/ (N) C7

TOP CHORD BELOW

112" MIN

4"Ø ASTM F3125,

GR. A325-N HSBs

15 2 THRU NOTE:

ONE SIDE ONLY AT

GRIDLINES 1 & 16

SY

M M

ET

R

IC

A L

A B O U T

G R

ID

LI

N E, T

YP

4"Ø ASTM

F3125, GR.

A325-N

HSBs, TYP

112"

MIN

112"

MIN

E Q

(E) MAIN TRUSS ABV

BA

TYP

(5/16) 3"

HORIZ ⅊3

4 (50 KSI)

TYP ES

(N) C7x9.8 TOP

CHORD W/ FLGS

DOWNWARD, TYP

4"Ø ASTM F3125, GR.

A325-N HSBs, TYP3

4"

MAX

VERT LEG OF (E) L6x4x38, TYP

VERT ⅊3

8"x4" BLW, TYP

(E) 8"x39.5# H COL

2 THRU

NOTE:

ONE SIDE ONLY AT

GRIDLINES 1 & 16

SY

M M

ET

R

IC

A L

A B O U T

G R

ID

LI

N E, T

YP

TYP SIDE TRUSS

TOP CHORD CONNECTION

DETAIL

SCALE: 3" = 1'-0"

SS5.0

B

(N) 34"Ø ASTM

F3125, GR.

A325-N HSB

AT LOCATION OF

MISSING RIVET

AS OCCURS

FOR NOTES AND

INFO NOT SHOWN,

SEE ELEV A/SS3.0

(E) MAIN TRUSS

AT LINE 15

(E) COL AT

LINE 15

MISSING RIVET REPAIR

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

DAMAGED KNEE BRACE AT 2 LOCATIONS

REPAIR DETAIL

SCALE: 3/4" = 1'-0"

SS5.0

A

NOTES FOR REPAIR

AT DAMAGED KNEE BRACES:

1. REPLACE DAMAGED KNEE BRACE WITH

DBL L312x312x14.

2. FIELD MEASURE AND MATCH EXISTING

BOLT LOCATIONS AT END CONNECTIONS.

3. FILL HOLES AT THE END CONNECTIONS

WITH 34"Ø A325 BOLTS. PRETENSION

PER SPECIFICATIONS.

4. STITCH BOLT THE TWO VERTICAL LEGS

TOGETHER WITH 34"Ø A325 BOLTS

@ 24" OC. PROVIDE WASHERS AND

8"x3" SQUARE SHIM PLATES AT

STITCH BOLT LOCATIONS.

5. THE EXISTING 38" CONNECTION PLATES ARE

BENT. IF THEY CANNOT BE STRAIGHTENED,

REMOVE AND REPLACE WITH A NEW PLATE

WELDED TO THE COLUMN.

1/4

8" PLATE

(N) DBL L312x312x14

TO REPLACE

(E) KNEE BRACE

(N) STITCH BOLT

& ⅊ WASHERS

@ 24"OC TYP,

SEE NOTES BELOW

(N) OR (E) 38" ⅊,

SEE NOTES

BELOW

(N) A325 BOLTS

PER NOTES BELOW,

TYP T&B OF (N) BRACE

3"

MA

X

OH

SS5.0

NOTE:

COMPLETELY SEAL ALL OPENINGS

AT END OF HSS W/ WELD TO

PREVENT MOISTURE INTRUSION.

112" MIN

4"Ø ASTM F3125, GR.

A325-N HSBs PER 5/SS5.0

(E) DBL L4x4x12 BOTT

CHORD OF MAIN TRUSS

(E) RIVETS,

TYP

COL STRENGTHENING ⅊s

PER 1/SS5.0, TYP

(E) 8"x39.5# H COL

EQ

E Q

HSS PER ELEV B/SS3.1.

SLOT FOR ⅊1

2"

⅊1 2"

CAP ⅊1

4" AT OPEN END

OF HSS PER 11/SS5.0

SS5.0

CAP ⅊s PER 1/SS5.0

UPPER DRAG TIE CONNECTION

AT MISSING TRUSS

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

UPPER DRAG TIE CONNECTION

AT MISSING TRUSS

DETAIL

SCALE: 3" = 1'-0"

SS5.0

OH

COL STRENGTHENING ⅊s

PER 1/SS5.0, TYP

(E) 8"x39.5# H COL

(E) ANGLES AS OCCUR AT ORIGINAL

BOTT CHORD LOCATIONS TO BE

ABANDONED. REMOVE OR CUT AS

NECESSARY FOR INSTALLATION OF

(N) STRENGTHENING ⅊s PER 1/SS5.0.

SS5.0

EQ

E Q

NOTE:

COMPLETELY SEAL ALL OPENINGS AT END OF HSS

W/ WELD TO PREVENT MOISTURE INTRUSION.

CAP ⅊1

4" AT OPEN END OF

HSS PER 13/SS5.0

⅊1 2x8x REQ

HSS PER ELEV B/SS3.1.

SLOT FOR ⅊1

2"

B

B

DETAIL B-B

3/16

1/4

TYP

℄ COL =

℄ HSS

SS5.0

LOWER DRAG TIE CONNECTION

AT MISSING TRUSS

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

(E) MAIN TRUSS ABV

B

TYP

(5/16) 3"

VERT LEG OF (E) L6x4x38, TYP

CAP ⅊1

4" AT OPEN

END OF HSS, TYP

ABV & BLW ⅊1

2"

(E) 8"x39.5# H COL

OH

NOTE:

COMPLETELY SEAL ALL OPENINGS

AT END OF HSS W/ WELD TO

PREVENT MOISTURE INTRUSION.

4" MIN

1"

MAX

⅊1 2"

TYP

1/4

TYP, CAP ⅊ TO

HSS 3 SIDES (1/8)

HSS PER

ELEV B/SS3.1.

SLOT FOR ⅊1

2"

TYP CAP

⅊ TO ⅊1

2"3/16

SS5.0

LOWER DRAG TIE CONNECTION

AT MISSING TRUSS

DETAIL

SCALE: 1 1/2" = 1'-0"

SS5.0

B

(E) MAIN TRUSS ABV

(E) 8"x39.5# H COL

COL STRENGTHENING

⅊s PER 1/SS5.0

OH

TYP

1/4

TYP CAP

⅊ TO ⅊1

2"3/16

3/16

⅊1 2x8x REQ

1"

MAX4" MIN

NOTE:

COMPLETELY SEAL ALL OPENINGS AT END OF

HSS W/ WELD TO PREVENT MOISTURE INTRUSION.

TYP, CAP ⅊ TO

HSS 3 SIDES (1/8)

CAP ⅊1

4" AT OPEN END OF

HSS, TYP ABV & BLW ⅊1

2"

HSS PER ELEV B/SS3.1.

SLOT FOR ⅊1

2"

SS5.0

NOT USED

A R

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ERNEST

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TRUCTURA

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No. S2030

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T A

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OF CALIFO

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T E R

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PR

OFESS IONAL

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DATE:

SHEET NUMBER

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F

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1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

OF SHEETS V2

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

ACCESS COMPLIANCE REVIEW

APPROVAL OF THIS PLAN DOES NOT AUTHORIZE

OR APPROVE ANY OMMISION OR DEVIATION

FROM APPLICABLE REGULATIONS

08/12/2025

S Q

R C

U P P E R

Y A

R D

P H

A S E

24-026

S A

N Q

U E N

T

IN

R E H

A B

IL

IT

A T

IO

N C

E N

T E R

M A

IN

S

T , S

A N

Q U

E N

T

IN

, C A

SQRC

REV. DATE: DESCRIPTION

CYS Job No.: 25007

THESE DRAWINGS ARE

PRELIMINARY AND NOT

FOR CONSTRUCTION

UNLESS STAMPED &

SIGNED BY THE

ENGINEER OF RECORD.

L:

Jo b s2

V a n ir

S Q R C

U p p e r Y a rd

S h e lt e r S h e d

E va lu a ti o n A C A D S

TR

U S S .0 .d w g

Ti m e :A u g ,2 :4 a m

Lo g in :F a lk R

D im sc a le :1

LT

S c a le :4

100% CD SET

FOR PLAN REVIEW

SS5.0

S H

E L T E R

F R

A M

IN

G

D E T A

IL

S

FOR CONSTRUCTION

ARCHITECTURE & ENGINEERING

CALIFORNIA DEPARTMENT OF

CORRECTIONS AND REHABILITATION

V1

REV.DATE: DESCRIPTION

3 08/12/25 CB-03

OFFICE OF THE STATE FIRE MARSHAL

shall be available on the project site at all times.

08/15/25

APPROVED FIRE AND PANIC ONLY

Approval of this plan does not authorize or approve any omission or deviation from applicable regulations. Final approval is subject