ATTACHMENT B - Existing Anchor Details.pdf

I. Appendix

Appendix A: Roof Warranty Site Plan and Existing Reference Drawings to be used as reference for structural

Appendix

A - Building

Project 607-18-

106, Reference

Key Dwg.

Reference

(Existing dwg)

1 Site Plan

-- Roof Warranties -

Drawing 000

Connecting

Cooridor A-

West wall GI002

Project number 607-

10-121, dwg SF-

103MH

Connecting

Cooridor A-

East wall GI002

Project number 607-

10-121, dwg SF-

103MH

Connecting

Cooridor B-

North wall GI002

Project number 607-

10-121, dwg SF-

103D

Connecting

Cooridor B-

Southwall GI002

Project number 607-

10-121, dwg SF-

103D

Parking garage

Building 15 GI003

Project number 607-

391, dwg 15 - SS403

Parking garage

Building 15 GI003

Project number 607-

391, 15-SS405

EXISTING REFERENCE DRAWING KEY Table of Contents

Appendix

A - Building

Project 607-18-

106, Reference

Key Dwg.

Reference

(Existing dwg)

3 1 GI003/A101

Project number

2891, DWG 32-04-S6

& 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-S6

& 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S13 & 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S13 & 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S13 & 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S13 & 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S17 & 32-04-S20

3 1 GI003/A101

Project number

2891, DWG 32-04-

S17 & 32-04-S20

Old Laundry

Bldg 2 GI004

Project number

2891, DWG 26-06-S5

& S7

4 2 GI004

Project number 607-

12-115 dwg S-103 &

S-105

4 2 GI004

Project number 607-

12-115 dwg S-103 &

S-105

EXISTING REFERENCE DRAWING KEY Table of Contents

Appendix A-1: Roof Warranty Site Plan

PARK

IN

G

RAM

P

B

LD

G #15

'D' WING

C

H

I

L

L

E

R

P

L

A

N

T

B

L

D

G

C

W

I

A

N

G

SWITCHGEAR

LAUNDRY

EMER. GENERATOR

WELL

PUMPHOUSE

MENTAL

HEALTH

CLINIC

ANIMAL LAB.

ENTRANCE

MAIN

U N

I V

E R

S I T

Y

B

Y

R I V

E

H I G

H L

A N

D

A

V E

/LOBBY

Veterans Affairs

Department of

BLDG #7

BLDG #12

BLDG #1

BLDG #2

BLDG #13

BLDG #3

CENTER

BLDG #5

B

L

BLDG #4

ELEC.

VA KIDS

FENCE

ENTRANCE

OLD MAIN

BLDG #22

M

R

I

COMMUNITY LIVING CENTER

HOSPICE

MENTAL HEALTH

EMERGENCY

UNIVERSITY

OF

WISCONSIN

HOSPITAL

WM. S. MIDDLETON MEMORIAL VA HOSPITAL

SCALE:

08/2018

0 20 40 60

Ft.

80 100

C

O

N

N

E

C

T

I

O

R

R

I

D

CONNECTING CORRIDOR

BLDG #27

BLDG #17

B

L

BLDG #14

L

C

O

N

T

R

A

C

T

P

R

K

I N

G

CONNECTING CORRIDOR

B

L

SITE PLAN

28A

7A

4A

4B

4C

Hazard storage

Aug 2018

BLDG #9

C

A

N

C

E

T

R

Wm. S. Middleton Memorial VA Hospital Roof Warranties

Roof # Bldg # Description Year Done Term Contractor Material 1 1 CLC 2010 10/15 Tri-North - Gary Brown EPDM 2 1 Hospice 2010 10/15 Tri-North - Gary Brown EPDM 3 1 8B Stairwell 1 Roof 2004 10 JB Cullen - Maly Roofing Ballast 4 1 Roof Over 7B 2015 10 JB Cullen - Maly Roofing EPDM

4A 1 8B Mech Room Roof 2015 10 JB Cullen - Maly Roofing EPDM 4B 1 Roof Over 7B 2015 10 JB Cullen - Maly Roofing EPDM

4C 1 8B Mech Room Roof 2017 10/20 Nations Roofing / Carlisle EPDM 5 1 Roof Over 7B 20009 10 Magill - Mad City Roofing Ballast 6 1 B-wing Roof 2007 15 Universal Roofing Ballast 7 1 Penthouse B-wing Roof 2008 15 Universal Roofing Ballast

7A 1 9B PH Mech Rm Roof 2017 10/20 Nations Roofing / Carlisle Ballast 8 1 8B Mech Rm Roof 2008 10 Universal Roofing Ballast 9 1 4C Roof 2011 10 AH West - Maly Roofing EPDM 10 1 5C Penthouse Roof 2009 10 C3T Inc - Maly Roofing EPDM 11 1 Loading Dock Roof 2008 10 Universal Roofing EPDM 12 1 Recycle Room Roof 2008 10 Universal Roofing EPDM 13 1 Canteen Stairs Roof 2011 20 Cbay - Maly Roofing EPDM 14 1 B2055 Roof 2007 10 Universal Roofing EPDM 15 1 SPS Air Handler Roof 2017 20 Maly Roofing EPDM 16 1 SPS Air Handler Roof 2017 20 Maly Roofing EPDM 17 1 8A Roof 2017 10/20 Nations Roofing EPDM 18 1 8A Roof 2008 10 Nations Roofing / Carlisle EPDM 19 1 8A Roof 2008 10 JB Cullen - Maly Roofing EPDM 20 1 1D Roof 2008 10 Nations Roofing EPDM 21 1 1D Entrance Canopy 2008 10 Nations Roofing EPDM 22 1 1D Roof 2008 10 Nations Roofing EPDM 23 1 9D Clinic Elev PH Roof 2008 10 Nations Roofing EPDM 24 1 D-wing Mech PH Roof 2011 20 Cbay - Maly Roofing EPDM 25 1 2D Labs Roof 2010 10/15 Tri-North - Maly Roofing EPDM 26 1 7D Roof 2010 10/15 C3T Inc - Maly Roofing EPDM 27 1 MRI Expansion Roof 2008 10 Nations Roofing EPDM 28 1 4D Mech Roof 2010 10/20 C3T Inc - Maly Roofing EPDM

28A 1 5D GRECC SW Roof 2011 20 Cbay - Maly Roofing EPDM 29 1 MRI Docking Roof 2010 10/15 C3T Inc - Maly Roofing EPDM 30 1 ED Canopy Roof 2008 10 Nations Roofing EPDM 31 1 Admissions Roof 2008 10 Nations Roofing EPDM 32 1 Auditorium Roof 2008 10 Nations Roofing EPDM 33 1 Auditorium Roof 2008 10 Universal Roofing Ballast 34 1 Chiller Plant Roof 2008 10 Universal Roofing Ballast 35 1 Chiller Plant Roof 2008 10 Nations Roofing Ballast 36 1 UW Connecting Roof 2011 20 Cbay - Maly Roofing EPDM 37 1 UW Connecting Roof 2011 20 Cbay - Maly Roofing EPDM 38 1/15 Connecting Corridor 2013 15 US Vet - Gary Brown EPDM 39 1 Entrance Canopy 2008 15 US Vet - Lake City Glass Glass 40 2 Laundry Roof 2010 10/20 C3T Inc - Maly Roofing EPDM 41 2 Boiler Plant Roof 2010 10/20 C3T Inc - Maly Roofing EPDM 42 2 Admin Support Roof 2015 15 C3T Inc - Maly Roofing EPDM 43 3 Maintenance Shops Roof 2011 20 Cbay - Maly Roofing EPDM 44 4 Bldg 4 Roof 2017 20 Maly Roofing EPDM 45 5 Bldg 5 Roof 2011 20 Cbay - Maly Roofing EPDM 46 6 Bldg 6 Roof & OH 2010 10/20 C3T Inc - Maly Roofing EPDM 47 6 Bldg 6 Add. Roof 2010 10/15 4 Bears - Nations Roofing EPDM 48 7 Bldg 7 Roof 2009 10 4 Bears - Nations Roofing EPDM 49 12 Bldg 12 Roof 2010 10/20 C3T Inc - Maly Roofing EPDM 50 12 Bldg 12 Penthouse Roof 2013 15 C3T - Northern Mtl & Rfg EPDM 51 13 G-wing Roof 2011 20 Cbay - Maly Roofing EPDM 52 14 Generator Roof 2009 10/20 4 Bears EPDM 53 15 Parking Ramp Roofs 2011 10 C3T Inc - Maly Roofing EPDM

54 17 Pump House Roof 2011 20 Cbay - Maly Roofing EPDM/Co ncrete

55 18 Electric Switchgear 2011 20 Cbay - Maly Roofing EPDM 56 19 Pharmacy Cache Roof 2013 15 US Vet - Gary Brown EPDM 57 20 Electric Switchgear - - - Metal 58 22 Bldg 22 Roof 2010 15 C3T Inc - Maly Roofing EPDM 59 22 Connecting Corridor 2009 15 Tri-North - Maly Roofing EPDM 60 27 Hazardous Storage Roof 2011 20 Cbay - Maly Roofing EPDM 61 - Cancer Center Roof 2019 10/20 Nations Roofing EPDM

HIGHLIGTHED AREAS ARE ROOF WARRANTY WORK

EFFECTED BY THE NEW ANCHOR INSTALLATION

Department of Veterans Affairs 000

PROJECT NO: 607-18-106

DRAWING NO:

DRAWN BY: PACHECKED BY: PABUILDING NO: CAMPUS

LOCATION: WILLIAM S. MIDDLETON MEMORIAL HOSPITAL, 2500 OVERLOOK TERRACE, MADISON, WI 53705

PROJECT: Install Roof Tiebacks Roof Warranties - Reference Drawing

DATE: 11/15/20192019 Update DATE: Dec 3 2019, 1:23pmDec 3 2019, 1:23pm

Appendix A-2: Existing Reference Drawings Connecting Corridor A and B and Parking Garage Towers

Appendix A-3: Existing Reference Drawings Building 1- A, B and C Structural Framing Plans and Construction Details

Appendix A-4: Existing Reference Drawings Building 2 and Old Laundry Structural Roof Framing Plans

7 8 9 10 11 12 13

B/C

D

B

C

W

F

W

F

W

F

10WF21 10WF21

10WF21 10WF21 10WF21

W

F

W

F

W

F

12WF27 12WF27 12WF27 12WF27 12WF27

W

F

EOEB

16WF45 16WF45 16WF45 16WF45 16WF45

20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 19' - 3" VIF

V

IF

V

IF

V

IF

W

F

1'

V

IF

V

IF

16WF40

12WF27

18WF50

V

IF

1'

1'

V

IF

EOEB

EOEB

TOEC = 136'-0"

EOB

1' - 1"

1'

1' - 1"

1'

V

IF

H S

S

X 4X

3/

W

X

(B E

LO

W

E X

IS

T

IN

G

T

O B

'-8

/2

W

X

W

X

W

X

W

X

L6 L6

AHU

10WF21 10WF21 10WF21

(EXISTING LOCATION)(EXISTING LOCATION)10WF21 (EXISTING LOCATION)

(RELOCATED)

.03

. 03

S-521

W

F

S-511

S-521

S-521

(RELOCATED)

(RELOCATED)

(RELOCATED)

(RELOCATED)

(RELOCATED)

10WF21 (EXISTING LOCATION)

0"

10WF21 (EXISTING LOCATION) 10WF21 (EXISTING LOCATION)

0"

0"

MW1

T O

B

8'

-1

/2

S-521

15 TYP

W24X55

W24X55

W/EQUIPMENT

4'-0" MAX

COORDINATE

W/EQUIPMENT

4'-0" MAX

COORDINATE

EQ EQ EQ

W

X

W

X

06 AT STRINGERS

TYP AT (4)

LOCATIONS

TIEBACK (2 TYP)

SEE 9/S521

TIEBACK (2 TYP)

SEE 9/S521

6'

1/ 4"

NEW COLUMN ABOVE

NEW COLUMN ABOVE

COLU

MN A

BOVE

COLU

MN A

BOVE

INFORMATION PERTAINING TO THE EXISTING CONDITIONS PROVIDED IN

THESE CONSTRUCTION DOCUMENTS REPRESENTS TO THE BEST OF OUR

KNOWLEDGE OF THE ACTUAL EXISTING FIELD CONDITIONS. DIMENSIONS OF

EXISTING CONSTRUCTION SHALL BE FIELD VERIFIED AND COORDINATION

PRIOR TO FABRICATION OF STRUCTURAL COMPONENTS. REPORT

DISCREPENCIES BETWEEN THESE DRAWINGS AND FIELD CONDITIONS TO

THE RESIDENT ENGINEER FOR REVIEW. ANY WORK PERFORMED PRIOR TO

RESOLUTION OF DISCREPENCIES BY THE RESIDENT ENGINEER IS SUBJECT

TO REMOVAL AND REPLACEMENT AT NO ADDITIONAL COST TO THE

CONTRACT. BUILDING 2 AS BUILT DRAWINGS DATED 11-28-51 WERE UTILIZED

IN PREPERATION OF THESE DOCUMENTS.

NOTE REGARDING

EXISTING CONDITIONS

- FOR GENERAL NOTES AND DESIGN SPECIFICATIONS REFER TO SHEET S-001

- MW1 = CONCRETE MASONRY BLOCK WALL, SEE S-541

- = LINTELMARK, SEE S-541

- SEE S-541 FOR TYPICAL CMU DETAILS.

LX

Drawing Number:

Drawing Title:

Project Number

DrawnChecked

CONSULTANTS

Project Title

Building Number

Location

ARCHITECT/ ENGINEERS:

Approved:

Date

Dwg. of

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Department of Veterans Affairs

Revisions Date www.graef-usa.com JW/KNJUNE 28, 2013

Madison, WI

BS

5126 W. Terrace Drive Suite 111 Madison, WI 53718-8343 608 / 242 1550 608 / 242 0787 fax

213100 watertown plank road suite 200 elm grove, wi 53122 p 262.641.0746 f 262.641.0584

N8 W22195 JOHNSON DR

STE 180

WAUKESHA, WI 53186

262.549.1190

262.549.1620 fx

BRYANT E. STEMPSKI

WI PE No.37299

LOW ROOF LEVEL FRAMING PLAN

S-103

607-12-115William S. Middleton VA Hospital Renovate Building 2

Office of Construction and Facilities Management

3/16" = 1'-0"1

LOW ROOF FRAMING PLAN

PLAN KEYNOTES

03 RELOCATE EXISTING 10WF21 TO EACH SIDE OF CUT CONCRETE JOIST AND

FRAME INTO EXISTING STEEL GIRDER SIMILAR TO EXISTING.

04 PERIMETER OF OPENING ABOVE OR BELOW, NOT SLAB EDGE THIS PLAN

ONLY.

06 REMOVE AND REPLACE EXISTING MASONRY AS REQUIRED TO INSTALL

NEW TO EXISTING BEAM CONNECTIONS.

15 EXISTING ROOF OPENING TO BE INFILLED, SEE 11-13/S-501. NOTE ALL

ROOF OPENINGS TO BE INFILLED NOT SHOWN, SEE ARCHITECTURAL AND

MEP PLANS.

17 HANG STRINGERS AND LANDING AS REQUIRED FROM STRUCTURAL STEEL

BEAMS ABOVE. DESIGN SHALL BE PART OF STAIR DESIGN. HANGERS AND

ALL CONNECTION SHALL BE HIDDEN IN ARCHITECTURAL WALLS.

PLAN NOTES

7 8 9 10 11 12 13

B/C

D

B

C

12WF27 12WF27 12WF27 12WF27 12WF27 12WF27

12WF2712WF2712WF2712WF2712WF2712WF27

W

F

W

F

W

F

W

F

W

F

W

F

W

F

W16X26W16X26

W

X

W

X

W

X

W

X

W

X

W

X

W

X

W14X22

W 8X

W 8X

W12X14

W16X26

TOD = 156'-4"

V

IF

V

IF

V

IF

EOEB

1' - 1" VIF

1'

V

IF

1'

V

IF

1' - 1" VIF

20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 20' - 0" VIF 19' - 3" VIF

V

IF

V

IF

4'

V

IF

V

IF

119' - 3" VIF

TOEC = 152'-9 1/2"

EOB

5"

5"

5"

5"

1'

7'

/8

EOS

S-521

S-511 k

W

X33

W

X33

5"

W

X33

W

X33

W

X33

5"

3 EQ SPACES @ 6'-8" = 20'-0" 3 EQ SPACES @ 6'-5" = 19'-3"

TYP

AT BEAMS,

TYP

AT DECK,

TYP

8"

W8X18 HOIST

BEAM, TOS 4"

BELOW BOTTOM

OF BEAM ABOVE

S-521

TYP

S-521

EQ EQ

9'-3 1/2"

S-521

3/ 4"

3' -1

1"

S-521

TY

P

SIM

S-521

TYP

W12X14 W12X14

TIEBACK (1 TYP)

SEE 10/S-521

TIEBACK (4 TYP)

SEE 9/S-521

TIEBACK (4 TYP)

SEE 9/S-521

TIEBACK (4 TYP)

SEE 9/S-521

TIEBACK (4 TYP)

SEE 9/S-521

3 LOCATIONS

H L

PROVIDE KICKERS AT

4'-0" OC, SEE 6/S-521

S-521

- FOR GENERAL NOTES AND DESIGN SPECIFICATIONS REFER TO SHEET S-001.

- TYPICAL METAL DECK = 1 1/2" x 20 GAGE WIDE RIB METAL ROOF DECK.

- = DIRECTION IN WHICH METAL DECK SPANS.

- TOP OF BEAM (TOB) ELEVATION NOTED ON PLAN THUS TOB = 156'-2 1/2".

- REFER TO PLUMBING DRAWINGS FOR ROOF DRAIN LOCATIONS. REFER TO

DETAIL 1/S-521 FOR ROOF DRAIN SUBFRAME.

- PROVIDE MECHANICAL SUBFRAME FOR ALL DUCT PENETRATIONS THROUGH

ROOF. COORDINATE SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.

RFER TO SUBFRAME DETAIL 2/S-521.

- REFER TO DETAIL 3/S-521 FOR ROOF EDGE ANGLE / BENT PLATE SPLICES AT

DECK PERIMETER.

- FOR EDGE CONDITION AT ALL DECK OPENINGS AND DECK EDGES REFER TO

DETAIL 4/S-521 UNLESS NOTED OTHERWISE.

- MW1 = CONCRETE MASONRY BLOCK WALL, SEE S-541

INFORMATION PERTAINING TO THE EXISTING CONDITIONS PROVIDED IN

THESE CONSTRUCTION DOCUMENTS REPRESENTS TO THE BEST OF OUR

KNOWLEDGE OF THE ACTUAL EXISTING FIELD CONDITIONS. DIMENSIONS OF

EXISTING CONSTRUCTION SHALL BE FIELD VERIFIED AND COORDINATION

PRIOR TO FABRICATION OF STRUCTURAL COMPONENTS. REPORT

DISCREPENCIES BETWEEN THESE DRAWINGS AND FIELD CONDITIONS TO

THE RESIDENT ENGINEER FOR REVIEW. ANY WORK PERFORMED PRIOR TO

RESOLUTION OF DISCREPENCIES BY THE RESIDENT ENGINEER IS SUBJECT

TO REMOVAL AND REPLACEMENT AT NO ADDITIONAL COST TO THE

CONTRACT. BUILDING 2 AS BUILT DRAWINGS DATED 11-28-51 WERE UTILIZED

IN PREPERATION OF THESE DOCUMENTS.

NOTE REGARDING

EXISTING CONDITIONS

Drawing Number:

Drawing Title:

Project Number

DrawnChecked

CONSULTANTS

Project Title

Building Number

Location

ARCHITECT/ ENGINEERS:

Approved:

Date

Dwg. of

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Department of Veterans Affairs

Revisions Date www.graef-usa.com JW/KNJUNE 28, 2013

Madison, WI

BS

5126 W. Terrace Drive Suite 111 Madison, WI 53718-8343 608 / 242 1550 608 / 242 0787 fax

213100 watertown plank road suite 200 elm grove, wi 53122 p 262.641.0746 f 262.641.0584

N8 W22195 JOHNSON DR

STE 180

WAUKESHA, WI 53186

262.549.1190

262.549.1620 fx

BRYANT E. STEMPSKI

WI PE No.37299

HIGH ROOF LEVEL FRAMING PLAN

S-105

607-12-115William S. Middleton VA Hospital Renovate Building 2

Office of Construction and Facilities Management

3/16" = 1'-0"1

HIGH ROOF FRAMING PLAN

PLAN NOTES

PLAN KEYNOTES

15 EXISTING ROOF OPENING TO BE INFILLED, SEE 11-13/S-501. NOTE ALL

ROOF OPENINGS TO BE INFILLED NOT SHOWN, SEE ARCHITECTURAL AND

MEP PLANS.

L3x3x5/16, COPE

VERTICAL LEG AT

BEAM END

BEAM TOP FLANGES

3/16

3/16

TYPICAL

4 1/2"

2'-11"

4 1/2"DIMENSION BETWEEN

L3x3x5/16, COPE VERTICAL

LEG EACH END

4"4"

NOTES:

1. = DIMENSION BY MECHANICAL CONTRACTOR.

2. FASTEN DECK TO ANGLES WITH PUDDLE WELD AT 6" OC ALONG EACH SIDE OF OPENING.

CL BEAMCL BEAM

ROOF DRAIN, SEE

PLUMBING DRAWINGS

FOR LOCATIONS

C L

B E

A M

BEAM, SEE PLAN

BEAM, SEE PLAN

3/16

EDGE OF BEAM,

TYPICAL

4"

ROOF DRAIN SUBFRAME

L3 x3 x5 /1

CL BEAM CL BEAM

NOTES:

1. = DIMENSION BY MECHANICAL CONTRACTOR.

2. DECK SUPPLIER TO PROVIDE 1 1/2" HIGH, 20 GAGE CHANNEL CLOSURE ALONG NON-BEARING SIDES OF DECK.

3. FASTEN DECK TO ANGLES WITH PUDDLE WELD AT 6" OC ALONG EACH SIDE OF OPENING.

L3 x3 x5 /1

BEAM TOP FLANGES

DIMENSION BETWEEN4" 4"

L3x3x5/16, COPE

VERTICAL LEG

EACH END

3/16

TYPICAL

3/16

TYPICAL

3/16

TYPICAL

BEAM, SEE PLANEDGE OF BEAM,

TYPICAL

BEAM, SEE PLAN

MECHANICAL SUBFRAME

BEAM, SEE PLAN

AT ROOF EDGE ANGLE / BENT PLATE DIRECTLY ON TOP OF BEAM TOP FLANGE

BEAM, SEE PLAN

COLUMN, SEE SCHEDULE

NOTES:

1. WELD ALL ROOF EDGE ANGLE / BENT PLATE SEGMENTS TOGETHER WITH BUTT

WELD, BOTH LEGS.

2. DO NOT SPLICE WITHIN 5'-0" OF COLUMN CENTERLINE.

3. SEE SECTIONS FOR WELD OF ROOF EDGE ANGLE / BENT PLATE TO BEAM.

TOS

SEE PLAN

SPLICE

LOCATION

ROOF EDGE ANGLE /

BENT PLATE

ROOF PERIMETER EDGE ANGLE / BENT PLATE SPLICE

BEAM, SEE PLAN

3"

ROOF DECK,

SEE PLAN

SEE PLAN FOR

DIRECTION

OF DECK SPAN

1/4" CONTINUOUS

BENT PLATE OR

EDGE ANGLE

TOS

SEE PLAN

1/4 2-12

(1'-0" MAXIMUM)

CL BEAM

EOD, SEE PLAN

EDGE CONDITION AT DECK OPENINGS / EDGES

3/8" PLATE, TYPICAL

BEAM, SEE PLAN

TOS

SEE PLAN

L3x3x5/16 AT 4'-0" OC

MAXIMUM

3/16

TYPICAL

3/16

TYPICAL

ROOF DECK, SEE PLAN

L3X3X5/16 x CONTINUOUS 1/4

SEE PLAN

EOD

BEAM,

SEE PLAN

BEAM, SEE

PLAN

ROOF DECK,

SEE PLAN

1/4

TYPICAL

TOS

SEE PLAN

3/8" PLATE,

TYPICAL

L3x3x5/16

3/16

TYPICAL

CL BEAM CL BEAM

SIDE INDICATED

AS "H" ON PLAN

SIDE INDICATED

AS "L" ON PLAN

1' - 8"

EXISTING BEAM,

IN NEW

LOCATION

SHIM TIGHT TO

UNDERSIDE OF

EXISTING SLAB, TYP

1' - 0" 1' - 0"

SEE 13/S-521

CUT BRIDGING TO INSTALL

STEEL BEAMS

4"4"

3/16 2

TYP

1/4" x 4" WIDE PLATE WITH

(2) 1/2" DIAMETER EXPANSION

AT 6" OC, SHIM TIGHT TO

BRIDGING

PROVIDE L3x3x1/4 ANGLE TO

SUPPORT INFILL

METAL ROOF DECK,

SEE PLAN

CMU WALL, SEE PLAN

8" BOND BEAM (2) #4

1/4" x 4" x CONTINOUS

PLATE WITH 1/2" DIAMETER

STUDS x 4" AT 1'-4" OC

12 5/8

TYP

4" 8"

4"

1/4" CONTINUOUS

BENT PLATE OR

ANGLE

3"

8" BOND BEAM

WITH (2) #4

5/8 12

3/16

L3x3x1/4 AT 2'-8" WITH

(2) 3/4" DIAMETER x 4"

EXPANSION ANCHORS

4 1/2" 4 1/2"

1/ 2"

1/ 2"

1"

BEAM, SEE PLAN

(4) 3/4" DIA THREADED

STUD @ 4" GAGE

3/8" STIFFENER PLATE

EACH SIDE

CONTINUOUS

PEDESTAL BY OTHERS

FASTEN VIBRATION

ISOLATION CURB TO

STEEL BEAM WITH 1"

WELDS @ 12" OC, TYP

1/4

TYP

1/4

1/4

HSS6x6x1/4 WITH 1/2"x7"x12" CAP PLATE

PACK POCKET

WITH GROUT

EXISTING CONCRETE

JOIST AND BRIDGING

SAFETY TIE BACK WITH

THRU BOLT CLAMPS IN

PLACE AT CONCRETE

JOIST AND BRIDGING

INTERSECTION. DESIGN

BY SUPPLIER, SEE

SPECIFICATIONS

SAFETY TIE BACK WITH

DIRECT WELD. DESIGN

BY SUPPLIER, SEE

SPECIFICATIONS

ROOF DECK,

SEE PLAN

PER

SUPP

SPEC

1/4

TYP

BEAM, SEE PLAN

3/8" FULL HEIGHT STIFFENER

EACH SIDE, TYPICAL

BEAM, SEE PLAN

L3 1/2x3 1/2x1/4 EACH AROUND

OPENING PERIMETER

WELDED AT CORNERS

3/16

TYPICAL

CONCRETE INFILL OVER 1" x

20 GAGE METAL DECK

L2x2x1/4 @ 18" OC MAX

TOES

SEE PLAN

EXISTING

CONCRETE JOIST

COLUMN,

SEE PLAN

1"x12"x9" BASE PLATE

EXISTING STEEL BEAM,

SEE PLAN

1/4

PARALLEL TO

WEB ONLY

CREATE POCKET IN EXISTING

SLAB AND INFILL WITH GROUT

AFTER WELDING BASE PLATE

5/16

A

EXISTING COLUMN

COLUMN, SEE PLAN

2"x15"x15" BASE PLATE

CREATE POCKET IN EXISTING CURB

AND ROOF SLAB, INFILL WITH GROUT

AFTER COLUMN INSTALLATION

5/16

5/16

5/16

TYP

FLOWABLE/SELF

CONSOLIDATING

CONCRETE INFILL

WITH 6x6xW2.1xW2.1

WELDED WIRE FABRIC

2"

2"

4"

MIN

1 1/2"

1/

2"

MAXIMUM 6'-0"

FIELD VERIFY

L4x3x1/4 EACH END

SITTING ON BENT PLATE

1 1/2" x 18 GA METAL

COMPOSITE DECK (WIDE RIB)

3/8" BENT PLATE, EPOXY BOLTED TO

EXISTING CONCRETE JOIST WITH 5/8"

DIAMETER THREADED RODS @ 10" OC

WITH 4" EMBED

FIELD VERIFY

OPENING EXTENDS

TO FACE OF JOISTS

EXISTING

CONCRETE JOIST

1/8

TYPICAL

Drawing Number:

Drawing Title:

Project Number

DrawnChecked

CONSULTANTS

Project Title

Building Number

Location

ARCHITECT/ ENGINEERS:

Approved:

Date

Dwg. of

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9 o n e e ig h th i n c h o n e f o o t o n e q u a rt e r in c h o n e f o o t th re e e ig h th s i n c h o n e f o o t o n e h a lf i n c h o n e f o o t th re e q u a rt e rs i n c h o n e f o o t o n e in c h o n e f o o t o n e a n d o n e h a lf i n c h e s o n e f o o t th re e i n c h e s o n e f o o t

Department of Veterans Affairs

Revisions Date www.graef-usa.com JW/KNJUNE 28, 2013

Madison, WI

BS

5126 W. Terrace Drive Suite 111 Madison, WI 53718-8343 608 / 242 1550 608 / 242 0787 fax

213100 watertown plank road suite 200 elm grove, wi 53122 p 262.641.0746 f 262.641.0584

N8 W22195 JOHNSON DR

STE 180

WAUKESHA, WI 53186

262.549.1190

262.549.1620 fx

BRYANT E. STEMPSKI

WI PE No.37299

STEEL DETAILS

S-521

607-12-115William S. Middleton VA Hospital Renovate Building 2

Office of Construction and Facilities Management

3/4" = 1'-0"1

DETAIL

3/4" = 1'-0"2

DETAIL

3/4" = 1'-0"3

DETAIL

3/4" = 1'-0"4

DETAIL

3/4" = 1'-0"5

SECTION

3/4" = 1'-0"6

SECTION

3/4" = 1'-0"12

SECTION

3/4" = 1'-0"7

SECTION

1" = 1'-0"8

SECTION AT ELEVATOR ROOF

3/4" = 1'-0"16

SECTION

1 1/2" = 1'-0"9

TIE BACK ANCHOR CONCEPT

1 1/2" = 1'-0"10

TIE BACK ANCHOR CONCEPT

1" = 1'-0"11

SECTION AT TYPICAL ROOF OPENING INFILL

1" = 1'-0"14

SECTION

1" = 1'-0"15

SECTION

1" = 1'-0"13

SECTION AT TYPICAL ROOF OPENING INFILL

Appendix B: Scope Areas building roof pictures with Figure Nos Reference Drawings)

1. N/A 2. Connecting Corridor A

3. Connecting Corridor B 4. N/A

5. 4C Roof Plan 6. B-Wing Mechanical and Core

7. A-Wing Looking West 8. B-Wing looking East

9. Building 15 parking garage towers 10. Building 2 – East End

11. Building 2(old)- Laundry 12. Building 1- 8th floor B8060-