Part2-00 DRAWINGS.pdf

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-001

TUCSON, AZ

STRUCTURAL NOTES 678-328

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-002

TUCSON, AZ

STRUCTURAL NOTES 678-328

N N

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

H H

H.6 H.6

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

7.5

7.5

DEMOLISH EXISTING

SLAB AS REQUIRED

TO INSTALL NEW

FOUNDATION

DEMOLISH EXISTING

COLUMN

DEMOLISH EXISTING

STAIR FOUNDATIONS

AS REQUIRED TO

INSTALL NEW

FOUNDATIONS

PLAN

NORTH

TRUE

NORTH

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK.

2. ALL REQUIRED SHORING DESIGN AND CONSTRUCTION SHALL BE BY THE CONTRACTOR.

3. DO NOT DAMAGE EXISTING STRUCTURE TO REMAIN DURING DEMOLITION.

4. DO NOT UNDERMINE EXISTING FOUNDATIONS DURING DEMOLITION WORK.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SD-101

TUCSON, AZ

FOUNDATION DEMO PLAN AREA A 678-328

1/8" = 1'-0"80-SD-101

1 FOUNDATION DEMO PLAN - AREA A KEY PLAN

FOUNDATION DEMO PLAN NOTES

N

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

H H

H.6 H.6

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

7.5

7.5

DEMOLISH EXISTING

ROOF BEAMS, COLUMN

AND ROOF DECK

DEMOLISH STAIR

FRAMING

PLAN

NORTH

TRUE

NORTH

1. FIELD VERIFY EXISTING CONDITIONS PRIOR TO COMMENCING DEMOLITION WORK.

2. ALL REQUIRED SHORING DESIGN AND CONSTRUCTION SHALL BE BY THE CONTRACTOR.

3. DO NOT DAMAGE EXISTING STRUCTURE TO REMAIN DURING DEMOLITION.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SD-102

TUCSON, AZ

SECOND FLOOR DEMO PLAN AREA A 678-328

1/8" = 1'-0"80-SD-102

1 SECOND FLOOR DEMO PLAN - AREA A KEY PLAN

SECOND FLOOR DEMO PLAN NOTES

1009 SF

PATIENT

CIRCULATION

EXAM /

CONSULT

EXAM /

CONSULT

125 SF

EXAM /

CONSULT

125 SF

121 SF

EXAM /

CONSULT

125 SF

125 SF125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

123 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF125 SF125 SF125 SF125 SF125 SF

CONSULT

SUB-WAIT

40 SF

SCALE ALCOVE

40 SF

40 SF

SCALE ALCOVE

40 SF

40 SF

SCALE ALCOVE

40 SF

390 SF

SHARED

MEDICAL

APPOINTMENT

400 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

245 SF

STAFF BREAK

ROOM

220 SF

135 SF

DATA ROOM

110 SF

63 SF

PATIENT

TOILET

125 SF

EXAM /

CONSULT

125 SF

64 SF

STAFF TOILET

60 SF

64 SF

WOMEN'S

HEALTH TOILET

60 SF

1325A

FAMILY

TOILET

FAMILY

TOILET

55 SF

ALCOVE

120 SF

1301A

ELEVATOR

LOBBY

81 SF

VESTIBULE

0 SF

430 SF

STAFF

CIRCULATION

236 SF

PACT

WORKROOM

100 SF

802 SF

PACT TEAMLET

AREA A1

240 SF

783 SF

PACT TEAMLET

AREA A2

240 SF

654 SF

PATIENT

CIRCULATION

1089 SF

PATIENT

CIRCULATION

Existing Electrical

Existing Emerg. Elec.

Existing Mechanical

Existing Stair

120 SF

CONSULT

125 SF

54 SF

H.A.C.

60 SF

64 SF

FAMILY

TOILET

64 SF

FAMILY

TOILET

95 SF

CLEAN SUPPLY

20 SF

125 SF

EXAM /

CONSULT

125 SF

175 SF

WOMENS

HEALTH

125 SF

278 SF

CORRIDOR

125 SF

EXAM /

CONSULT

125 SF

266 SF

CORRIDOR

111 SF

TELERETINAL

125 SF

93 SF

CORRIDOR

Existing Elevator 80-P3

Existing Elevator 80-P4

336 SF

WAITING

1140 SF

257 SF

CHECK-IN /

KIOSK

400 SF

114 SF

ELECTRICAL

125 SF

120 SF

CONSULT

125 SF

125 SF

EXAM /

CONSULT

125 SF

53 SF

SCALE ALCOVE

40 SF

67 SF

PATIENT TOILET

60 SF

64 SF

STAFF TOILET

60 SF

43 SF

UTILITY

67 SF

CLEAN SUPPLY

20 SF

100 SF

VOLUNTEERS

120 SF

27 SF

ALCOVE

1318A

P -T

U B

E

34 SF

SCALE ALCOVE

40 SF

121 SF

CHECK-IN

ALCOVE

212 SF

PACT

WORKROOM

100 SF SF

120 SF

BREAKOUT

WORKROOM

240 SF

MATCH LINE AMATCH LINE A

MATCH LINE BMATCH LINE B

N N

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

H H

H.6 H.6

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

2' - 3" REF

6' - 3" 5' - 5" 15' - 5 1/2"

5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

6'

9'

8'

5'

1"

7'

5'

11' - 3 1/2" 17' - 11 1/2" 2' - 3"

6' - 3" 20' - 10 1/2" 5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

0"

2'

/4

1'

/4

F-9F-9F-9

F-10

F-11

F-12 F-11

F-8

F-8 F-11F-12

F-13x11

F-10

F-11 F-11

F-8

F-17x10

F-9

F-6

F-17x10

W14X61

W10X60

W10X77

W10X77

W10X45 W10X33

W10X60

W10X60

W10X60

W10X39

W10X33 W10X33 W10X33

W10X33

W10X33 W10X33

W10X60 W10X33

W10X60 W10X33

W10X33 W10X33

W10X39 W10X33

EXISTING

BUILDING 80

EXISTING FOUNDATION TYP.

INSTALL

FOOTING

DURING STAIR

FOUNDATION

INSTALLATION

25' - 7"

C J

C J

C J

C

JC

J

4" THICK SLAB ON GRADE REINFORCED WITH

WWR 6x6-W1.4xW1.4 AT 2" BELOW TOP OF

SLAB. POUR OVER 4" CRUSHER RUN BASE.

CJ

4" THICK SLAB ON GRADE REINFORCED WITH

WWR 6x6-W1.4xW1.4 AT 2" BELOW TOP OF

SLAB. POUR OVER 4" CRUSHER RUN BASE.

80-SS-301

80-SS-301

80-SS-301

80-SS-301

7.5

7.5

F-17x10

6' - 6"

5' - 6"

6'

4'

/2

5'

0"

80-SS-301

TYP.

(-2'- 6")

(-1'- 10")

C J

TYP.

PROVIDE 1/2" PJF

BETWEEN PAD AND PIERS

TYP.

80-SS-301

SIM

REFER TO 12/80-SS-501

FOR BASE PLATE DETAILS

TYP.

7'

6' - 5 1/2"

13' - 5"

77' - 0 3/8"

7' - 2"

1/ 2"

PLAN

NORTH

TRUE

NORTH

FOUNDATION PLAN NOTES

1. T/FTG - 1'-0" BELOW FINISHED FUTURE FLOOR

ELEVATION = 100'- 0" = 0'- 0" FIELD VERIFY

2. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS

PRIOR TO SUBMISSION OF SHOP DRAWINGS FOR

REVIEW

3. F-X DENOTES FOOTING MARK NUMBER, SEE FOOTING

SCHEDULE.

4. TOP OF SLAB SHALL MATCH EXISTING ADJACENT

FINISHED FLOOR

5. REFER TO DETAIL 1/80-SS-301 FOR PLACEMENT OF

PIPING ADJACENT TO FOUNDATIONS. DO NOT PLACE

PIPING THROUGH FOUNDATIONS UNLESS SHOWN ON

THE DRAWINGS.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-101

TUCSON, AZ

FOUNDATION PLAN 678-328

1/8" = 1'-0"80-SS-101

1 FOUNDATION PLAN - AREA A

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

KEY PLAN

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

H H

H.6 H.6

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

LIGHT GAUGE CEILING JOISTS AT 2'-O" O.C

DESIGNED BY CONTRACTOR'S LIGHT GAUGE

ENGINEER

PROVIDE LIGHT GAUGE HANGER AT

INTERSECTING BEAM ABOVE TYP. ALL

HANGERS NOT SHOWN FOR CLARITY ON

THE DRAWING.

LIGHT GAUGE CROSS

BRACING AT 10'-0" O.C.

STRUCTURAL STEEL BEAM ABOVE TYP SEE 80-SS-103

PROVIDE SOLID BLOCKING AT

EVERY OTHER JOIST SPACING

AT 1/4 POINTS OF THE

BUILDING. ALL BLOCKING NOT

SHOWN FOR CLARITY ON THE

DRAWING.

2'

/4

1'

/4

6'

9'

8'

5'

1"

7'

5'

17' - 11 1/2"

2' - 3"

6' - 3" 20' - 10 1/2"

5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

80-SS-502

80-SS-502

80-SS-502

80-SS-502

80-SS-204

7.5

7.5

80-SS-204

PLAN

NORTH

TRUE

NORTH

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-102

TUCSON, AZ

FIRST FLOOR CEILING FRAMING PLAN 678-328

1/8" = 1'-0"80-SS-102

1 FIRST FLOOR CEILING FRAMING PLAN - AREA A

KEY PLAN

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

UP

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

W18X40 W21X44 W21X44

W21X44 W21X44 W21X44

W18X40 W21X44 W21X44

W24X55 W21X50 W24X55

W24X62 W24X62 W24X62

W16X26 W16X26

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X26

W

X

W

X

W10X12

W 8X

W16X31

W

X

W10X12

W

X

W

X

H H W10X12

W10X12

W 10X12

W

X1

W10X12

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X26

W14X22

W

X

W14X22

W

X

W14X22

H.6 H.6

W

X

W

X

W

X

W

X

W 16X

W

X

W24X84 W24X84 W24X84 W24X84 W24X84

W

X

W

X

W16X31

W

X

W

X

W

X

W

X

W16X31W16X31W16X31

W

X

W24X84

W

X

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

W

X

W

X

W

X

W

X

W

X

W30X90

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (29)

W24X55 (19)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W18X35 (28) W12X19 (19)

W

X

W

X

W

X

W

X

W

X

W18X46 (27)

W

X

W12X19 (19)

W

X

W21X55 (26)

W

X

W

X

W

X

W

X

W

X

W

X

W21X55 (26)

W

X

W24X55 (23) W24X55 (19)

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (23) W24X55 (19)

W

X

W

X

W

X

W

X

W

X

) W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W24X55 (19)W24X55 (23)

W21X55 (26)

W

X

W

X

W

X

W18X35 (26)

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W18X35 (19)W18X35 (23)

W

X

W18X35

W

X

W21X55

W21X55

W21X55

W24X68

W

X

W12X19

W12X19

W12X19

W12X19

80-SS-202

2'

/4

1'

/4

6'

9'

8'

5'

1"

7'

5'

17' - 11 1/2"

2' - 3"

6' - 3" 20' - 10 1/2"

5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

80-SS-201

80-SS-201

80-SS-201

80-SS-201

80-SS-202

80-SS-203

2" VLI22 COMPOSITE DECK W/ 3-1/4"

LIGHTWEIGHT CONCRETE. SEE 80-SS-105

FOR REINFORCING REQUIREMENTS

80-SS-203

EXISTING

BUILDING 80

80-SS-204

80-SS-502

80-SS-502

80-SS-502

80-SS-502

80-SS-501

80-SS-501

W

X

W

X

W

X

1' - 0" E.O.D.

E .O

.D

1'

E.O.D.

11 1/2"

E .O

.D

/2

6' - 6 3/8"

80-SS-204

7.5

7.5

W 8X

+2 3'

0"

1'

T Y

P

4'

M A

X

1'

HSS3X3X1/4

80-SS-204

v=18 m=34 k k-ft v=25 m=48 k k-ft v=24 m=45 k k-ft v=10 m=17 k k-ft v=54 m=365 k k-ft v=10 m=66 k k-ft v=21 m=138 k k-ft v=21 m=138 k k-ft v=10 m=59 k k-ft

E .O

.D

/2

1' - 7 1/2"

2'

/2

W

X

W

X

W

X

W

X

W

X

80-SS-505

80-SS-505

TYP

TYP

80-SS-505

3'- 7"

80-SS-505

TYP

E.O.D.

11 1/2"

80-SS-505

W12X19

PLAN

NORTH

TRUE

NORTH

FLOOR FRAMING PLAN LEGEND

= INDICATES MOMENT CONNECTION

= INDICATES DECK SPAN DIRECTION

(XX) = INDICATES NUMBER OF STUDS

DENOTES EXISTING BEAM

DENOTES NEW BEAM

WXxXX

WXxXX

FLOOR FRAMING PLAN NOTES

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. T/STL = +13'-6 3/4" AND SHALL MATCH EXISTING ADJACENT

FINISHED FLOOR FIELD VERIFY

3. BEAMS SHALL BE EQUALLY SPACED NOT TO EXCEED 7'-2"

O.C.

4. M AND V LOADS SHOWN ARE SERVICE LEVEL LOADS.

CONTRACTOR'S CONNECTION DESIGN ENGINEER SHALL

DESIGN MOMENT CONNECTIONS FOR LOADS SHOWN.

5. ALL LIGHT GAUGE FRAMING AT THE BUILDING ENVELOPE

INCLUDING ASSOCIATED CONNECTIONS TO THE STRUCTURE

SHALL BE VENDOR DESIGNED FOR ALL GRAVITY, WIND, AND

SEISMIC LOADINGS. IF LIGHT GAUGE ENGINEER DEVIATES

FROM THE BLAST REQUIREMENTS SHOWN ON THIS SHEET

THE THE LIGHT GAUGE ENGINEER IS RESPONSIBLE FOR THE

BLAST DESIGN OF THESE MEMBERS AND ASSOCIATED

CONNECTIONS IN ACCORDANCE WITH THE BLAST

REQUIREMENTS SHOWN ON THE DRAWINGS AND

SPECIFICATIONS.

6. REFER TO DETAILS 5, 6, AND 7/80-SS-504 FOR PENETRATIONS

THROUGH FLOOR OF AREA A AND AREA B. REFER TO

MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR

PENETRATION LOCATIONS AND REQUIREMENTS. DO NOT

DAMAGE EXISTING FLOOR BEAMS DURING PENETRATION

INSTALLATION.

OPENING WIDTH JAMB SIZE HEAD/SILL SIZE JAMB TOP CONNECTOR JAMB BASE CONNECTOR

UP TO 4'-0"

6'-0"

LIGHT GAUGE FRAMED OPENING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

(2) 600S200-97

(2) 600S250-97

(2) 600S200-97

(2) 600S200-97

(2) MASTERCLIP VLB600

(2) MASTERCLIP VLB600

(2) STIFFCLIP CL600-68

(2) STIFFCLIP CL600-68

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR

CODE PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTORS AND ANCHORS SHOWN ARE DESIGN BASIS.

4. BASE CONNECTOR SHALL HAVE (1) 1/2" DIAMETER x 3 5/8" EMBED HITLI KWIK BOLT TZ ANCHOR AT EACH

CONNECTOR TO CONCRETE AND (6) #12 SELF-DRILLING SCREWS TO THE JAMB.

5. TOP CONNECTOR SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS. ATTACH

CONNECTOR TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM

SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".

6. BUILT UP STUDS SHALL NOT BE BACK TO BACK. ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD

UP MEMBER AND PROVIDE FLAT SURFACE FOR ROUGH OPENING.

7. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL

PROTECTED FACILITES, JANUARY 2015.

8. PROVIDE A MINIMUM OF 3" EDGE DISTANCE TO POST INSTALLED ANCHOR NOTED IN NOTE 3 ABOVE.

WALL HEIGHT STUD SIZE STUD SPACING

TOP CONNECTOR

TO STEEL

BASE CONNECTOR TO

CONCRETE

UP to 16'-0"

LIGHT GAUGE WALL FRAMING SCHEUDLE FOR BLAST LOADING

(REQUIREMENTS FOR MISSION CRITICAL PROTECTED)

(1) MASTERCLIP VLB600 (1) STIFFCLIP CL600-68600S162-97 1'-0"

NOTES:

1. SIZES SHOWN ARE FOR BLAST LOADING ONLY. LIGHT GAUGE VENDOR SHALL DESIGN ALL LIGHT GAUGE FOR CODE

PRESCRIBED LOADS AND DEFLECTIONS AS SHOWN ON THE DRAWINGS.

2. ALL MEMBERS AND CONNECTORS SHOWN SHALL BE 50 KSI.

3. CONNECTOR AND ANCHOR TYPE SHOWN ARE DESIGN BASIS.

4. ALL STUD TOP CONNECTORS SHALL BE CONNECTED TO THE STUD WITH (3) #12 SELF DRILLING SCREWS. ATTACH

CONNECTOR TO STEEL FRAMEWORK WITH (2) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH A MINIMUM SPACING

OF 1" AND MINIMUM EDGE DISTANCE OF 1/2".

5. BASE CONNECTOR AT STUDS ABOVE THE INTERSTITIAL LEVEL SHALL BE CONNECTED TO THE STUD WITH (6) #12 SELF DRILLING SCREWS AND ATTACHED TO STEEL FRAMEWORK WITH (3) 0.157" DIAMETER POWDER DRIVEN FASTENERS WITH

A MINIMUM SPACING OF 1" AND MINIMUM EDGE DISTANCE OF 1/2"

6. MEMBERS ARE DESIGNED BASED ON VA PHYSICAL SECURITY DESIGN MANUAL FOR MISSION CRITICAL PROTECTED

FACILITES, JANUARY 2015.

7. BUILT UP STUDS SHALL NOT BE BACK TO BACK.ADD TRACK, SAME GAUGE AS STUD, AS REQUIRED TO BUILD UP MEMBER

INTO BOX SHAPE.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-103

TUCSON, AZ

SECOND FLOOR FRAMING PLAN 678-328

1/8" = 1'-0"80-SS-103

1 SECOND FLOOR FRAMING PLAN - AREA A

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

EF-1

M M

L L

K K

J.5 J.5

H.7 H.7

H.8 H.8

4.8

4.8

5.6

5.6

6.4

6.4

H H

W16X26 W16X26 W16X26

W16X26 W16X26 W16X26

W18X50 W18X50 W18X50

W16X31 W16X31 W16X31

W18X50W18X50W18X50

K

K

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W16X31

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

W16X31

K

K

K

K

K

K

K

K

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

8K

8K

8K

8K

W

X

W18X50 W16X31

W16X31

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W10X12

W

X

W

X

W14X22

H.6 H.6

W18X60 W18X60W18X60W18X60W18X60W18X60

W16X31W16X31

W

X

W

X

W

X

29' - 0" 29' - 0" 29' - 3" 29' - 4 1/2" 57' - 4 1/2"

W16X31 W16X31

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

K

L.8 L.8

K.8 K.8

J.8 J.8

I I

9.6

9.6

8.2

8.2

7.1

7.1

7.3

7.3

J J

W

X

W

X

W

X

W

X

W

X

W

X

W

X 26 16

K

K

K

W18X50

K

K

K

W

X

K

K

K

W12X14

W16X31

W12X14

W18X35

K

W

X

W

X

W

X 26 W

X

W

X

W

X

W

X

W

X

W

X

K

K

K

W18X50W18X50

W18X50W18X50

W18X50 W18X50

K

K

4W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W

X

K

W

X

K

K

W16X31

K

K

K

K

W

X

W16X31

K

K

K

W16X31

K

W

X

K

W

X

W

X

W

X

W

X

W

X

W

X

W

X

K

K

K

W

X

W

X

W

X

W

X

K

K

W

X

W

X

W

X

W

X

K

W16X31

W18X35

W18X35

W18X35

W18X35

W18X35

W18X35

6' - 3" 5' - 5" 15' - 5 1/2" 5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

T /S

T L=

B O

D

'-7

T /S

T L=

B O

D

'-5

1/

T /S

T L=

B O

D

'-1

7/

8"

80-SS-202

W16X26

T /S

T L=

B O

D

'-0

/4

T /S

T L=

B O

D

'-2

T /S

T L=

B O

D

'-7

T /S

T L=

B O

D

'-1

7/

8"

K

K

K

K

K

K

K

W21X55

K

W

X

W

X

K

K

80-SS-201

80-SS-201

80-SS-201

80-SS-201

80-SS-202

80-SS-203

0"

2'

/4

1'

/4

6'

9'

8'

5'

1"

7'

5'

W16X31

W18X50

1.5B22 ROOF DECK

80-SS-203

1.5B22 ROOF DECK

W

X

W

X

EXISTING

BUILDING 80

HSS6x6x3/8

TYP

HSS6x6x3/8

TYP

E.O.D.

5"

6" E

.O .D

6" E.O.D

W

X

K

E .O

.D

5"

2' - 1 3/8"

80-SS-503

80-SS-502

80-SS-502

80-SS-503

80-SS-503

80-SS-502

80-SS-502

80-SS-503

80-SS-502

80-SS-204

7.5

7.5

TYP

80-SS-503

80-SS-503

W

X

W

X

80-SS-204

80-SS-504

80-SS-504

80-SS-504

80-SS-504

80-SS-504

2' - 3" v=18 m=114 k k-ft v=5 m=19 k k-ft v=10 m=44 k k-ft v=10 m=44 k k-ft v=4 m=19 k k-ft

80-SS-504

TYP

80-SS-502

TYP.EOD

5"

E O

D

6"

TYP

E .O

.D

6"

E.O.D.

5"

4' - 2"

PROVIDE HORIZONTAL

LONG SLOTTED HOLES

SLOPE

4 3/4"

8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 6' - 8 1/4"

8'

3'

3'

/2

8'

8'

8'

8'

8'

8'

W8X10 W8X10 W8X10

W8X10 W8X10 W8X10

SEE

NOTE 7

SEE

NOTE 7

E O

D

1'

EOD

5"

PLAN

NORTH

TRUE

NORTH

ROOF FRAMING PLAN LEGEND

= INDICATES MOMENT CONNECTION

= INDICATES DECK SPAN DIRECTION

JOIST BRIDGING

INDICATES BOTTOM FLANGE BEAM

BRACE

DENOTES EXISTING BEAM

DENOTES NEW BEAM

DENOTES EXISTING JOIST

DENOTES NEW JOIST

WXxXX

WXxXX

XKXX

XKXX

ROOF FRAMING PLAN NOTES

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO

SUBMISSION OF SHOP DRAWINGS FOR REVIEW

2. T/STL VARIES, SEE PLAN

3. PROVIDE UPLIFT BRIDGING AT FIRST BOTTOM CHORD PANEL

POINT EACH END OF JOIST.

4. COORDINATE STEEL LOCATIONS WITH ACTUAL EQUIPMENT

PURCHASED PRIOR TO SUBMISSON OF SHOP DRAWINGS FOR

REVIEW.

5. JOIST SHALL BE EQUALLY SPACED NOT TO EXCEED 6'-0" ON

CENTER

6. M AND V LOADS SHOWN ARE SERVICE LEVEL LOADS.

CONTRACTOR'S CONNECTION DESIGN ENGINEER SHALL DESIGN

MOMENT CONNECTIONS FOR LOADS SHOWN.

7. COORDINATE AND LOCATE STEEL WITH ACTUAL PATIENT LIFTS

PROVIDED.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-104

TUCSON, AZ

ROOF FRAMING PLAN 678-328

1/8" = 1'-0"80-SS-104

1 ROOF FRAMING PLAN - AREA A

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

M

L

K

J.5

H.7

4 5 6 7

H.8

4.8 5.6 6.4

H

8 10

H.6

L.8

K.8

J.8

I

9.68.27.1 9

J

80-SS-204

7.5

2'

/4

1'

/4

6'

9'

8'

5'

1"

7'

5'

17' - 11 1/2"

2' - 3"

#4 @12" O.C. INTERNAL

TRANSVERSE TIES WITH

SEISMIC HOOKS EA. END

TO PERIPHERAL TIES.

(6)#4 PERIPHERAL TIES TYP.

EXTEND PERIPHERAL TIE 2'-8"

BEYOND PERPENDICULAR

PERIPHERAL TIE TYP.

80-SS-503

80-SS-503

80-SS-105

TYP.

80-SS-503

80-SS-503

80-SS-204

1. LAP ALL REBAR WITH CLASS B SPLICE

2. TIES ARE CONTINUOUS. USE CLASS BE SPLICES

3. SEE 2/80-SS-105 FOR LAP SLICE LOCATIONS

4. DEVELOP HOOK REINFORCING BEYOND

PERPENDICULAR REINFORCEMENT PER ACI

PLAN

NORTH

TRUE

NORTH

BRACED FRAME

BEAM

INTERNAL / PERIPHERAL TIE

EAST/WEST SLAB

REINFORCING

NORTH/SOUTH

SLAB REINFORCING

CLASS B SPLICES

SHALL BE STAGGERED WITHIN THE

ALLOWABLE SHADED AREA TYP U.N.O.

Lx NORTH/SHOUTH GRID SPACING

.2

L y

0.2Lx 0.2Lx

.2

L y

L y E

A S

T /W

E S

T G

R

ID

S P

A C

IN

G

TIE REINFORCING

PERPENDICULAR TO

BEAM PERMITTED

TO PASS THROUGH

SHADED REGION

TIE REINFORCING

PARALLEL TO BEAM

NOT PERMITTED TO

PASS THROUGH

SHADED REGION

BEAM SEE PLAN

FLANGE WIDTH

NOTE: NO COMPOSITE BEAM AT

SIM CONDITION

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-105

TUCSON, AZ

SECOND FLOOR TIE FRAMING PLAN 678-328

1/8" = 1'-0"80-SS-105

1 SECOND FLOOR TIE FRAMING PLAN - AREA A

SECOND FLOOR TIE FRAMING PLAN NOTES

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

KEY PLAN

ROOF TIE FRAMING PLAN LEGEND

1" = 1'-0"80-SS-105

2 TIE REINFORCING LAP SPLICE LOCATION DETAIL

1" = 1'-0"80-SS-105

3 TIE REINFORCING DETAIL

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

EF-1

M

L

K

J.5

H.7

5 6

H.8

4.8 5.6 6.4

H

8 10

H.6

L.8

K.8

J.8

I

9.68.27.1 97.3

J

80-SS-204

7.5

0"

2'

/4

1'

/4

6'

9'

8'

5'

1"

7'

5'

REF

23' - 0"

REF

6' - 0"

REF

17' - 0"

REF

12' - 0"

REF

11' - 3 1/2"

REF

17' - 11 1/2"

2' - 3"

6' - 3" 20' - 10 1/2"

5' - 2 1/2"

23' - 2" 19' - 7" 9' - 5"

1/4" x 2" PLATE (36 ksi) LONGITUDINAL

TIES AT 2'-4" O.C. SPLICE AND ANCHOR

TO PERIPHERAL TIES TO DEVELOP

FULL STRENGTH OF THE PLATE.

SCREW PLATE TO DECK WITH #12 SDS

AT 1'-0" O.C. FOR SUPPORT

80-SS-503

80-SS-106

80-SS-106

80-SS-106

80-SS-204

80-SS-106

TYP.

80-SS-106

1/4" x 3" PLATE (36 ksi) PERIPHERAL TIE

AROUND PERIMETER TYP. SPLICE AND

ANCHOR TO CONNECTING PERIPHERAL TIES

TO DEVELOP FULL STRENGTH OF PLATE

BRACED FRAME

BEAM

INTERNAL / PERIPHERAL TIE

PLAN

NORTH

TRUE

NORTH

3' - 0"

PERIPHERAL TIE,

SEE PLAN

FP

LONGITUDINAL TIE,

SEE PLAN

1/4

TIE TO JOIST

BEAM, SEE

PLAN

JOIST / WIDE FLANGE

BEAM, SEE PLAN

PARALLEL TO JOIST /

WIDE FLANGE BEAM

3' - 0"

JOIST / WIDE

FLANGE BEAM,

SEE PLAN

PERIPHERAL TIE, SEE PLAN

SCREW AS REQUIRED

TO SUPPORT

BEAM, SEE PLAN

1/4

TYP. @

BOTTOM FLUTES

NOTE:

FOR ADDITIONAL INFORMATION

SEE APPLICABLE ROOF FRAMING

PLAN SECTIONS AND DETAILS

PERPENDICULAR TO JOIST

3' - 0"

3'

BEAM, SEE PLAN

COLUMN, SEE PLAN

PERIPHERAL

TIES, SEE PLAN

BEAM, SEE PLAN

JOIST / WIDE

FLANGE BEAM,

SEE PLAN

FP

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-106

TUCSON, AZ

ROOF TIE FRAMING PLAN 678-328

1/8" = 1'-0"80-SS-106

3 ROOF FRAMING PLAN - AREA A

ROOF TIE FRAMING PLAN LEGEND

KEY PLAN

1" = 1'-0"80-SS-106

1 PERIPHERAL TIE SECTIONS

1" = 1'-0"80-SS-106

2 ENLARGED PLAN AT CONNECTION

Scale: 1/8"=1'-0"

4' 8' 16' 24'2'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1' 2' 3'

Scale: 1"=1'-0"

OMNI-CELL

OMNI-CELL

UTILITY

125 100

WOMENS TOILET

2916A 75 71

WOMEN'S HEALTH

175 175

PATIENT TLT

60 62

PA

TI

EN

T C O

RR

ID

O R

C

/ OMNI-CELL

OMNI-CELL

WOMENS TOILET

75 79

WOMEN'S HEALTH

175 180

125 140

PATIENT CORRIDOR

6 76.4

H

G.5

G

W18X60

REF

11' - 3 1/2"

REF

17' - 11 1/2"

R E

F

R E

F

W24X55 E

K

E

K

E

K

E

K

E

K

E

K

W

X

W

X

W

X

SEE NOTE 2

8' - 11"

SEE NOTE 2

5' - 3 1/2"

SEE NOTE 2

5' - 3 1/2"

80-SS-502

TYP

H

8 8.2 9

G.5

G

W18X60

REF

5' - 2 1/2"

REF

23' - 2"

R E

F

R E

F

E

K

E

K

E

K

E

K

E

K

E

K

W24X55

W

X

W

X

W

X

NOTE 2

8" SEE

SEE NOTE 2

4' - 4 5/8"

SEE NOTE 2

5' - 11"

80-SS-502

TYP

PLAN

NORTH

TRUE

NORTH

PLAN

NORTH

TRUE

NORTH

BEAM

EXISTING JOIST / BEAM

DENOTES NEW BEAM

DENOTES EXISTING BEAM

DENOTES EXISTING JOIST

WXxXX

WXxXX

XKXX

1. FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR

TO SUBMISSION OF SHOP DRAWINGS FOR REVIEW.

2. COORDINATE AND LOCATE STEEL WITH ACTUAL PATIENT

LIFTS PROVIDED.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-107

TUCSON, AZ

PARTIAL ROOF FRAMING PLANS 678-328

1/4" = 1'-0"80-SS-107

1 PARTIAL ROOF FRAMING PLAN AT PATIENT LIFT

1/4" = 1'-0"80-SS-107

2 PARTIAL ROOF FRAMING PLAN AT PATIENT LIFT

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

PARTIAL ROOF FRAMING PLAN LEGEND PARTIAL ROOF FRAMING PLAN NOTES

8 9.69

W

X 39 W

X

W

X

W18X50 W18X50

W24X55 (19)W24X55 (29)

SLOPE

19' - 7"28' - 4 1/2"

80-SS-501

80-SS-501

TYP.

TYP.

v = 13 m = 340 k k-ft v = 13 m = 340 k k-ft v = 10 m = 340 k k-ft v = 10 m = 340 k k-ft v = 30 m = 451 k k-ft v = 30 m = 451 k k-ft v = 41 m = 451 k k-ft v = 41 m = 451 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

Bldg 80 Roof 29' - 5 1/2"

9.68.2 9

W24X55 (23) W24X55 (19)

W18X50 W18X50

W

X 60 W

X

W

X

19' - 7"23' - 2"

SLOPE

80-SS-501

80-SS-501

TYP.

TYP.

v = 15 m = 340 k k-ft v = 15 m = 340 k k-ft v = 13 m = 340 k k-ft v = 13 m = 340 k k-ft v = 40 m = 451 k k-ft v = 40 m = 451 k k-ft v = 45 m = 451 k k-ftv = 45 m = 451 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

9.68.2 9

W

X

W

X

W

X

W18X50 W18X50

W24X55 (19)

W24X55 (23)

SLOPE

19' - 7"23' - 2"

80-SS-501

80-SS-501

TYP.

TYP.

v = 17 m = 340 k k-ft v = 17 m = 340 k k-ft v = 15 m = 340 k k-ft v = 15 m = 340 k k-ft v = 45 m = 451 k k-ft v = 45 m = 451 k k-ft v = 51 m = 451 k k-ftv = 51 m = 451 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

9.68.2 9

W24X55 (23) W24X55 (19)

W18X50 W18X50

W

X

W

X

W

X

SLOPE

19' - 7"23' - 2"

80-SS-501

80-SS-501

TYP.

TYP.

v = 16 m = 340 k k-ft v = 16 m = 340 k k-ft v = 15 m = 340 k k-ft v = 15 m = 340 k k-ft v = 47 m = 451 k k-ft v = 47 m = 451 k k-ft v = 52 m = 451 k k-ft v = 52 m = 451 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

1. LOADS SHOWN ARE SERVICE LEVEL

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-201

TUCSON, AZ

FRAMING ELEVATIONS 678-328

1/4" = 1'-0"80-SS-201

1 FRAMING ELEVATION ALONG GRID I

1/4" = 1'-0"80-SS-201

2 FRAMING ELEVATION ALONG GRID J.8

1/4" = 1'-0"80-SS-201

3 FRAMING ELEVATION ALONG GRID K.8

1/4" = 1'-0"80-SS-201

4 FRAMING ELEVATION ALONG GRID L.8

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

NOTES

9.68.2 97.3

W

X

W

X

W

X

W

X

W16X31 W16X31

W16X31

W18X35 (26) W18X35 (23) W18X35 (19)

SLOPE

19' - 7"23' - 2"26' - 1"

80-SS-501

80-SS-501

TYP.

TYP.

7.5 v = 8 m = 182 k k-ft v = 8 m = 182 k k-ft v = 8 m = 182 k k-ft v = 8 m = 182 k k-ft v = 8 m = 182 k k-ft v = 8 m = 182 k k-ft v = 23 m = 224 k k-ft v = 23 m = 224 k k-ft v = 25 m = 224 k k-ft v = 25 m = 224 k k-ft v = 24 m = 224 k k-ft v = 24 m = 224 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

N L.8 K.8 J.8 I

W16X26 W16X26 W16X26 W16X26

W16X36 (24)W16X36 (27)W16X36 (30)W16X36 (29)

W

X

W

X

W

X

W

X

W

X

29' - 3" 30' - 9" 27' - 8" 24' - 2"

80-SS-501

80-SS-501

TYP.

TYP.

v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 3 m = 150 k k-ft v = 11 m = 216 k k-ft v = 11 m = 216 k k-ft v = 11 m = 216 k k-ft v = 11 m = 216 k k-ft v = 10 m = 216 k k-ft v = 10 m = 216 k k-ft v = 11 m = 216 k k-ft v = 11 m = 216 k k-ft

T/STL - SEE

PLAN

T/STL -

SEE PLAN

1. LOADS SHOWN ARE SERVICE LEVEL

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-202

TUCSON, AZ

FRAMING ELEVATIONS 678-328

1/4" = 1'-0"80-SS-202

1 FRAMING ELEVATION ALONG GRID M.8

1/4" = 1'-0"80-SS-202

2 FRAMING ELEVATION ALONG GRID 9.6

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

N M L K

W16X26 W16X26

W16X26

W24X55 (29)W24X55 (29)W24X55 (23)

W

X 77 W

X

W

X

W

X

23' - 9" 29' - 0" 29' - 0"

T/STL, SEE PLAN

T/STL, SEE PLAN

80-SS-501

80-SS-501

TYP.

TYP.

v = 4 m = 150 k k-ft v = 4 m = 150 k k-ft v = 4 m = 150 k k-ft v = 4 m = 150 k k-ft v = 4 m = 150 k k-ft v = 4 m = 150 k k-ft v = 18 m = 451 k k-ft v = 18 m = 451 k k-ft v = 18 m = 451 k k-ft v = 18 m = 451 k k-ft v = 20 m = 451 k k-ft v = 20 m = 451 k k-ft

T/STL VARIES -

SEE PLAN

T/STL -

SEE PLAN

N L.8 K.8 J.8

29' - 3" 30' - 9" 27' - 8"

W27X84 (29)

W18X50 W18X50

W27X84 (30)

W18X50

W27X84 (27)

W

X

W

X

W

X

W

X

80-SS-501

80-SS-501

TYP.

TYP.

v = 20 m = 340 k k-ft v = 20 m = 340 k k-ft v = 20 m = 340 k k-ft v = 20 m = 340 k k-ft v = 18 m = 340 k k-ft v = 18 m = 340 k k-ft v = 62 m = 821 k k-ft v = 62 m = 821 k k-ft v = 57 m = 821 k k-ft v = 57 m = 821 k k-ft v = 53 m = 821 k k-ft v = 53 m = 821 k k-ft

T/STL - SEE

PLAN

T/STL -

SEE PLAN

1. LOADS SHOWN ARE SERVICE LEVEL

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-203

TUCSON, AZ

FRAMING ELEVATIONS 678-328

1/4" = 1'-0"80-SS-203

1 FRAMING ELEVATION ALONG GRID 7.3

1/4" = 1'-0"80-SS-203

2 FRAMING ELEVATION ALONG GRID 8.2

Scale: 1/4"=1'-0"

1' 4' 8' 12'

Scale: 1/4"=1'-0"

1' 4' 8' 12'

SECOND FLOOR

13' - 6"

Low Exist Roof 27' - 5 3/8"

High Exist Roof 29' - 3 3/8"

8 8.2 97.3 7.5

23' - 2"5' - 2 1/2"15' - 5 1/2"5' - 5"

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

H S

S 6X

2X 1/

HSS6X2X1/4

HSS6X2X1/4HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4

HSS6X2X1/4HSS6X2X1/4

HSS6X2X1/4

10 1/2"

9' - 8 1/2"8' - 10" 9' - 8 1/2"9' - 8 1/2"1' - 7 1/2"

6'

3'

/4

6'

3'

/4

80-SS-204

TYP.

80-SS-204

TYP.

80-SS-204

TYP.

80-SS-204

TYP.

NOTE:

COORDINATE STEEL LOCATION WITH ACTUAL

WINDOWS PROVIDED PRIOR TO SUBMITTAL

OF SHOP DRAWINGS FOR REVIEW

SECOND FLOOR

13' - 6"

Low Exist Roof 27' - 5 3/8"

Bldg 80 Roof 29' - 5 1/2"

J.5J.8 IJ

8' - 7" 9' - 0" 6' - 7"

H S

S 6X

2X 1/

HSS6X2X1/4

HSS6X2X1/4

H S

S 6X

2X 1/

4' - 3 3/4" 9' - 10"

24' - 2"

6'

3'

/4

80-SS-204

TYP.

80-SS-204

TYP.

80-SS-204

TYP.

NOTE:

COORDINATE STEEL LOCATION WITH ACTUAL

WINDOWS PROVIDED PRIOR TO SUBMITTAL

OF SHOP DRAWINGS FOR REVIEW

1/4

1/2"x6"x0'-8" EMBEDDED PLATE WITH (2) 3/4"x4"

LONG HEADED STUDS

SLAB, SEE PLAN

BEAM, SEE PLAN

HSS POST, SEE

ELEVATIONS

A A

1'- 0"

#4x3'- 0" LONG AT 2'-0" O.C.

WITH 180 DEGREE HOOK

#4 CONT.

3/16

TYP.

1/8

(2) 3/4" DIAMETER THROUGH

BOLTS IN VERTICAL LONG

SLOTTED HOLES

HSS POST, SEE

ELEVATIONS

1/4" CAP PLATE

3/8"x1'-0" LONG PLATE EA. SIDE

OF HSS WITH VERTICAL LONG

SLOTTED HOLES

S E

E P

L A N

B E

A M

D E

P T

H

1'- 0"

3/16

TYP

POST, SEE

ELEVATIONS

BEAM, SEE

ELEVATIONS

L4x4x1/4x0'- 4"

LONG TYP

N

7 7.1 7.3

2' - 3" 6' - 3" 5' - 5"

W

X

W8X10

W

X

W12X14

W12X14

W

X

W

X

W12X14

4'

5/ 8"

4'

3'

/8

6' - 4 1/2" 4' - 9 1/4"

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

HSS4X4X1/4

7.5

C12X20.7

5' - 7"

1"

C12x20.7

C12x20.7

C12x20.7

C12x20.7

2VLI22 COMPOSITE

DECK WITH 3 1/4"

LIGHTWEIGHT

CONCRETE COVER

2VLI22 COMPOSITE

DECK WITH 3 1/4"

LIGHTWEIGHT

CONCRETE COVER

80-SS-504

80-SS-504

80-SS-504

SIM

80-SS-504

80-SS-504

80-SS-504

L4x4x1/4

PLAN

NORTH

TRUE

NORTH

1/4

TYP.

A-A N.T.S

1 1/2" 5"

1 1/2"

HEADED

STUD

6"

DENOTES L4x4x1/4 VERTICAL BRACING o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-204

TUCSON, AZ

FRAMING ELEVATIONS 678-328

1/4" = 1'-0"80-SS-204

2 SOUTH FRAMING ELEVATION

1/4" = 1'-0"80-SS-204

1 EAST FRAMING ELEVATION

Scale: 1/4"=1'-0"

1' 4' 8' 12'

1" = 1'-0"80-SS-204

3 SECTION

1" = 1'-0"80-SS-204

4 SECTION

1 1/2" = 1'-0"80-SS-204

5 TYPICAL TUBE TO TUBE DETAIL

3/8" = 1'-0"80-SS-204

6 ENLARGED STAIR FRAMING PLAN 2nd FLOOR Scale: 3/8"=1'-0"

1' 2' 4' 9'6'

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1' 2' 3'

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

6"

LEGEND

PLUMBING/

UTILITY LINE

EXISTING OR NEW

FOUNDATION

FINISH GRADEWALL OR COLUMN, SEE PLAN

NEW FOOTINGS, PLUMBING LINES, ETC. SHALL BE INSTALLED SUCH THAT THEY ARE

ABOVE THE TRAPEZOID CREATED BELOW AND ADJACENT FOOTING WITH SIDES NO

STEEPER THAN 1 VERTICAL TO 2 HORIZONTAL.

CONTRACTOR NOTE:

T/GRADE

SEE CIVIL

SUBSEQUENT PROPOSED

FOUNDATION, SEE PLAN

36x BAR DIA.

OPTIONAL DOWEL

NOTES:

1. HOOK `A' MAY BE OMITTED IF EMBEDMENT IS MORE THAN

THE ACI DEVELOPMENT LENGTH.

2. DOWELS MAY BE USED IN LIEU OF HOOKING

CONTINUOUS BARS AS SHOWN.

EMBEDMENT

H O

O K

A S

N O

T E

D H

O O

K 'B x B

A R

D

IA

CONT. HORIZONTAL REINF.

(VERTICAL REINF. NOT

SHOWN FOR CLARITY)

PROVIDE CONT. FOOTING

REINFORCEMENT

HOOK 'A' - 16x BAR DIA. (TYPICAL

UNLESS OTHERWISE NOTED)

12" LEG TYP. CONT. FOOTING

REINFORCING

PIPE SLEEVE 3" LARGER

THAN PIPE DIAMETER

#4 @12" O.C.

KEEP 6" MIN. OF

CONCRETE ALL AROUND

4#4 BARS

TRANSVERSE

POLYURETHANE BASED

INSULATING FOAM SEALANT

PROVIDE DEEPENED FTG.

AT PIPE

TOP OF SLEEVE DOES NOT INTERRUPT REINFORCING

NOTE: THIS DETAIL DOES

NOT APPLY IF TOP OF PIPE

IS MORE THAN 4'-0" BELOW

BOTTOM OF WALL FOOTING.

TYP.

3" CLR.

2" C

LR

WWR,

SEE PLAN

CRUSHED STONE

BASE COURSE

#4@24" O.C.

(1)#4 CONT.

(2)#4 CONT

S E

E P

LA

N

T

3/8" RADIUS

T/SLAB

SEE PLAN

T/GRADE

SEE CIVIL

3" C

O V

E R

, T Y

P

1'-0" ALL OTHER LOCATIONS

2'-0" AT SOUTH STAIR PAD

3'-0"

1-0"

B/TURN DOWN

1' -1

6"

M

IN

1' -0

CONCRETE

SLAB-ON-GROUND

VAPOR BARRIER

CRUSHED STONE

BASE COURSE

TYP

8"1'-4"1'-4"

1' -0

#4@18" O.C.

NOTE: EXTEND THICKENED

SLAB 1'-6" BEYOND EACH STRINGER

STAIR STRINGER, SEE PLAN

L3x3x1/4x0-'6" WITH (2) 1/2" DIAx2 1/4"

EXPANSION ANCHOR

3/16

3 SIDES

(3)#4 CONT

1' -0

6"

1 1/2" 3" 1 1/2"

FOOTING

REINFORCING SEE

SCHEDULE

TOP OF FOOTING

SEE PLAN

LIGHT GAUGE STUDS AND CONNECTION TO

STRUCTURE BY CONTRACTORS LIGHT

GAUGE ENGINEER

T/FUTURE FINISHED FIRST

FLOOR = 100FT REF

2" CLR

2" CLR

1/4" ROUGHENED SURFACE

#4@12 O.C. MAX

#4 @12" O.C. MAX

24"x3'-7" AT GRID LINE "N"

2' - 0" SQUARE TYP.

STD HOOKNOTE: PAINT ALL EXTERIOR STEEL TO BE

ENCASED IN CONCRETE WITH BITUMASTIC

1'

0"

COORD. DIMS WITH ARCH.

NOTE: PROVIDE SIMILAR PIER AT COLUMNS ALONG GRID LINES H.8 AND 7.3. DOWEL

PIER BARS INTO EXISTING FOOTING, 10 BAR DIAM.'S DEEP BY ONE BAR DIAM. + 1/4"

MAX. IN DIAMETER AND EPOXY DOWEL INTO FOOTING IN ACCORDANCE WITH

MANUFACTURERS RECOMMENDATIONS AS REQUIRED

S E

E P

LA

N

T

WWR,

SEE PLAN

VAPOR

BARRIER

CRUSHED STONE

BASE COURSE

CONCRETE

SLAB-ON-GROUND

T/SLAB

SEE PLAN

SAW CUT 1/8" TO 1/4" WIDE BY T/4 DEEP

JOINT WITHIN 12 HOURS OF CONCRETE

PLACEMENT.

2" 2"2" o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-301

TUCSON, AZ

CONCRETE DETAILS 678-328

3/4" = 1'-0"80-SS-301

1 TYPICAL FOOTING INSTALLATION DETAIL

3/4" = 1'-0"80-SS-301

2 TYPICAL CONTINUOUS FOOTING REINFORCING

3/4" = 1'-0"80-SS-301

3 TYPICAL PIPE SLEEVE THRU FOOTING DETAIL

3/4" = 1'-0"80-SS-301

5 TYPICAL TURN DOWN SLAB-ON-GROUND DETAIL

3/4" = 1'-0"80-SS-301

6 TYPICAL THICKENED SLAB AT STAIR STRINGER

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

1' 2' 4' 8'

1" = 1'-0"80-SS-301

4 SECTION AT PIER

3/4" = 1'-0"80-SS-301

7 TYPICAL SLAB CONTROL JOINT

1' 2' 3'

Scale: 1"=1'-0"

E

B E

D M

E N

T L d

A N

C H

O R

R O

D T

H R

E A

D P

R O

J E

C T

IO

N

A S

R E

Q 'D

(2) TACK WELDS

HEAVY HEX NUT

BASE PLATE

HEAVY HEX NUT AND WASHER

(ADD LEVELING NUT AND

WASHER AS REQ'D)

1 1/2" GROUT (+/- 1/2")

T/ FTG

SEE PLAN

NOTE: EMBED ANCHOR TO WITHIN 3" OF

BOTTOM OF LOWEST FOOTING U.N.O.

STEEL BEAM,

SEE PLAN

L4x3x5/16 LENGTH AS

REQUIRED BY BOLT

QUANTITY

NOTE:

QTY OF FASTENERS TO BE

BASED ON THE BEAM SIZE.

C BEAML

BEAM SIZE

W8

W10

W12

W16

# OF 3/4" A325

BOLTS

W14

3" MAX.

S P

A C

E S

M A

X

M

IN

1/ 2"

IN

1 1/2"

/2

STEEL COLUMN,

SEE PLAN

5/16

1-1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

3/4" THICK BASE PLATE, U.N.O.

NOTE:

USE 3/4"Ø ANCHOR RODS,

TYP. U.N.O.

3/4" DIA ASTM

A-325 BOLTS

3/8" PLATE MIN. (5/16" AT W24)

NOTES:

1. QTY. OF FASTENERS, AS REQUIRED

FOR BEAM SIZE.

/2

/2

3/16

TYP.

COLUMN, SEE PLAN

1 1/2"

BEAM, SEE

PLAN

BEAM, SEE PLAN

BEAM SIZE

# OF 3/4"

A325 BOLTS

W12

W16 4

W14

W8, W10 2

62K

43K

43K

24K

Ф R n

W18 5 81K

W24 7 112K

R 1/2" T

YP

1/2" TYP

T O

N E

A R

E S

T

/4 k R

O U

N D

E D

U P bf

T O

N E

A R

E S

T

/4 k

R O

U N

D E

D U

P

ROUND UP TO NEAREST 1/4"

(b /2 + 1/2") f

3/4" DIA ASTM

A-325 BOLTS

3/8" PLATE MIN.

NOTES:

1. QTY. OF FASTENERS, AS REQUIRED

FOR BEAM SIZE.

/2

/2

3/16

TYP.

COLUMN, SEE PLAN

1 1/2"

BEAM, SEE

PLAN

BEAM, SEE PLAN

BEAM SIZE

# OF 3/4"

A325 BOLTS

W12

W16 4

W14

W8, W10 2

62K

43K

43K

43K

Ф R n

W18 5 81K

PROVIDE

SHEAR STUDS

AS INDICATED

ON PLANS

C MIDSPAN OF BAY

COLD JOINT,

EXTEND REINFORCING THRU

JOINT

LC BEAML C BEAML

T/SLAB

SEE PLAN

EQUAL EQUAL

P L A

N

S E

E

1 1/2"

/2

STEEL COLUMN,

SEE PLAN

5/16

1-5/16'' DIA. HOLE FOR 1"

ANCHOR BOLTS

3/4" THICK BASE PLATE, U.N.O.

NOTE:

USE 1"Ø ANCHOR RODS, TYP. U.N.O.

BEAM SEE PLAN

COLUMN SEE PLAN

NOTE:

CONNECTION DESIGN BY CONTRACTORS CONNECTION DESIGN ENGINEER.

SEE 80-SS-201 THROUGH 203 FOR DESIGN FORCES

BEAM SEE PLAN

COLUMN SEE PLAN

NOTE:

CONNECTION DESIGN BY CONTRACTORS CONNECTION DESIGN ENGINEER.

SEE 80-SS-201 THROUGH 203 FOR DESIGN FORCES

1 1/2"

1/

2"

3"

3"

STEEL COLUMN,

SEE PLAN

5/16

1-1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

3/4" THICK BASE PLATE, U.N.O.

CL

CL

NOTE:

USE 3/4"Ø ANCHOR RODS,

TYP. U.N.O.

1 1/2"

1/

2"

3"

3"

STEEL COLUMN,

SEE PLAN

1/4

1 1/16'' DIA. HOLE FOR 3/4"

ANCHOR BOLTS

3/4" THICK BASE PLATE,

U.N.O.

CL

CL

NOTE:

SEE 3/80-SS-501 FOR ANCHOR INFORMATION

3" MIN

3/8" GUSSET PLATE

1/4

TYP.

o n e -q u a rt e r in ch o n e f o o t o n e

-e ig h th in ch o n e f o o t th re e -e ig h th s in ch o n e f o o t o n e -h a lf in ch o n e f o o t th re e q u a rt e rs in ch o n e f o o t o n e in ch o n e f o o t o n e a n d o n e -h a lf in ch e s o n e f o o t th re e in ch e s o n e f o o t

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

Revisions Date

STRUCTURAL ENGINEER MEP ENGINEER

CONSULTANTS: ARCHITECT/ENGINEERS:

590 MEANS STREET NW

STE. 200

ATLANTA, GA 30318

VA FORM 08-6231

APPROVED: DIRECTOR

APPROVED: ASSOCIATE DIRECTOR

APPROVED: ASSISTANT DIRECTOR

APPROVED: CHIEF, FACILITIES MANAGEMENT

Drawing Title

APPROVED: CHIEF OF STAFF

APPROVED: ASSOCIATE DIRECTOR PATIENT SERVICES

Project Title

Location

Date

Project Number

Building Number

Drawing Number

Checked Drawn

Dwg. OF

Office of

U.S. Department of Veterans Affairs

80CIVIL ENGINEER

INNOVATIVE ENGINEERING

3380 TRICKUM ROAD

SUITE 500

WOODSTOCK, GA 30188

770.517.5507

PSOMAS

333 E. WETMORE ROAD

SUITE 450

TUCSON, AZ 85705-5256

CLARK NEXSEN

440 MARTIN LUTHER KING JR

BLVD

SUITE 101

MACON, GA 31201

478.743.8415

Construction and Facilities Management

BID DOCUMENTS

EXPAND - RENOVATE CLINICS

B80

FEBRUARY 15, 2022 SLW DCA

80-SS-501

TUCSON, AZ

STEEL DETAILS 678-328

3" = 1'-0"80-SS-501

3 TYPICAL ANCHOR ROD

3/4" = 1'-0"80-SS-501

6 TYPICAL BEAM TO BEAM CONNECTION

1 1/2" = 1'-0"80-SS-501

TYPICAL BASE PLATE DETAIL

(NOT AT MOMENT FRAME)

1 1/2" = 1'-0"80-SS-501

TYPICAL BEAM TO COLUMN SHEAR

CONNECTION DETAIL AT FLOOR

3" = 1'-0"80-SS-501

7 TYPICAL COPE DETAIL

1 1/2" = 1'-0"80-SS-501

TYPICAL BEAM TO COLUMN SHEAR

CONNECTION DETAIL AT ROOM

1' 2' 3'

Scale: 1"=1'-0"

6" 4'

1'

Scale: 3"=1'-0"

6" 9"3" 1'-3"

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

1' 2' 4' 8'

1' 2' 3'

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

6"

3/4" = 1'-0"80-SS-501

10 TYPICAL SECTION THRU COMPOSITE SLAB

1 1/2" = 1'-0"80-SS-501

TYPICAL BASE PLATE DETAIL

(AT MOMENT FRAME)

1 1/2" = 1'-0"80-SS-501

8 CONCEPTUAL BOLTED MOMENT CONNECTION DETAIL AT FLOOR

1 1/2" = 1'-0"80-SS-501

9 CONCEPTUAL BOLTED MOMENT CONNECTION DETAIL AT ROOF

1 1/2" = 1'-0"80-SS-501

11 TYPICAL BASE PLATE

3" = 1'-0"80-SS-501

12 TYPICAL BASE PLATE DETAIL AT BRACE

ROOF DECK SEE PLAN

JOIST SEE PLAN

BEAM SEE PLAN

LIGHT GAUGE STUD AND CONNECTION

TO STRUCTURE BY CONTRACTORS

LIGHT GAUGE ENGINEER. SEE NOTE 5

ON 80-SS-103

LIGHT GAUGE STUD AND CONNECTION

TO STRUCTURE BY CONTRACTORS

LIGHT GAUGE ENGINEER. SEE NOTE 5

ON 80-SS-103

FLOOR DECK SEE PLAN

1/4"x3"x0'-6"xCONT BENT PLATE LLH

S E

E A

R C

H

3/16 2@12

BEAM SEE PLAN BEAM SEE PLAN

1/4"x5 1/4"x1'-0"xCONT BENT PLATE LLH

3/16 2@12

LIGHT GAUGE CEILING JOISTS AT 2'-0"

ON CENTER BY CONTRACTORS LIGHT

GAUGE ENGINEER

#4 CONT

#4x3'-0" LONG AT 2'-0" O.C.

WITH 180 DEGREE HOOK

SHEAT…