About this file

This document package includes construction drawings and specifications for a roof replacement project at the Clement J. Zablocki VA Medical Center in Milwaukee, Wisconsin. The project involves demolishing the existing asphalt shingle roof on Building 6A and replacing it with new tongue and groove wood sheathing, underlayment membrane, asphalt shingles, gutters, downspouts, fascia boards, soffits, flashing, a ridge vent, roof hatch, and lightning protection system. The drawings provide demolition plans, roof plans, details and notes regarding the scope of work. Specification section 07 31 13 covers snow guard requirements. The related solicitation is for the roof replacement project under solicitation number 36C25222B0031 with the Department of Veterans Affairs as the contracting agency. The anticipated award date is unspecified.

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36C25222B0031 0008.docx DOCX document
S06 - 695-22-103 SOW Revised Oct 18 2022.pdf PDF
36C25222B0031 0007.docx DOCX document
S06 - Wage Determination effective 10.14.22.pdf PDF
S06 - Second Pre-Bid Site Visit Notes_695-22-103.pdf PDF
36C25222B0031 0006.docx DOCX document
S04 - Second Site-Visit Sign-In Roster_10.7.22.pdf PDF
S06 - Wage Determination effective 8.5.2022.pdf PDF
36C25222B0031 0005.docx DOCX document
S06 - 695-22-103 SOW Revised Oct 3rd 2022.pdf PDF
S06 - Asbestos Report.pdf PDF
36C25222B0031 0004.docx DOCX document
S06 - 00 01 10 - TABLE OF CONTENTS with spec sections.pdf PDF
36C25222B0031 0003.docx DOCX document
36C25222B0031 0002.docx DOCX document
S06 - 695-22-103 Site Visit roster 8.15.22.pdf PDF
36C25222B0031 0001.docx DOCX document
S02 - 6a - 695-22-103 DrawingsPart-3.pdf PDF
S02 - 6a - 695-22-103 DrawingsPart-1.pdf PDF
S02 - Wage Determination effective 7.15.22.pdf PDF
S02 - 6a - 695-22-103 DrawingsPart-4.pdf PDF
S02 - 6a - 695-22-103 DrawingsPart-2.pdf PDF
S02 - 695-22-103 Firestop_SoleSourceJustification_Executed.pdf PDF
36C25222B0031_2.docx DOCX document
S02 - 6a - 695-22-103 DrawingsPart-5.pdf PDF
S02 - 6b - 695-22-103 Specifications.pdf PDF
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A. COORDINATE DEMOLITION WITH NEW CONSTRUCTION. ALL DEMOLITION AND

REPAIR NECESSARY TO COMPLETE NEW AND REMODEL CONSTRUCTION

SHALL BE PROVIDED. CONTRACTOR SHALL REMOVE EXISTING

IMPROVEMENTS WHETHER OR NOT SPECIFICALLY INDICATED ON THE

DRAWINGS TO FACILITATE THE COMPLETION OF ALL REQUIRED WORK.

CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL QUANTITIES AND

ITEMS REQUIRED TO BE REMOVED.

B. REFER TO ARCHITECTURAL SYMBOLS ON SHEET AE001 FOR DEMOLITION

SYSTEMS AND DRAWING NOMENCLATURE.

C. EXISTING STRUCTURE WITHIN THE PROJECT BOUNDARY SHALL REMAIN

UNLESS OTHERWISE NOTED.

D. SURFACES TO BE CUT AND CONDITIONS UNDER WHICH CUTTING IS TO BE

PREFORMED SHALL BE REVIEWED BY CONTRACTOR PRIOR TO CUTTING TO

VERIFY NO UNSAFE OR UNSATISFACTORY CONDITIONS EXIST. SUCH

CONDITIONS SHALL BE RECTIFIED BEFORE WORK MAY PROCEED.

E. EXTENTS OF DEMOLITION SHALL BE COORDINATE WITH THE ROOF PLAN

AE101 AND ENGINEERING DRAWINGS FOR ADDITIONAL INFORMATION.

F. DIMENSIONS SHOWN FOR EXISTING CONSTRUCTION TO BE DEMOLISHED

ARE APPROXIMATE AND ARE INTENDED TO GIVE A GENERAL SCOPE OF

WORK TO BE REMOVED OR TEMPORARILY REMOVED TO ACCOMMODATE

NEW CONSTRUCTION. COORDINATE DEMOLITION WORK WITH DESIGN

INTENT OF NEW CONSTRUCTION TO PROVIDE ADEQUATE AREA FOR THIS

WORK.

G. CONTRACTORS SHALL REMOVE INDICATED DEMOLITION OF CONSTRUCTION

ASSEMBLIES IN THEIR ENTIRETY, UNLESS OTHERWISE NOTED, TO

ACCOMMODATE NEW CONSTRUCTION.

H. MAKE ALL DEMOLITION CLEAN AND COMPLETE IN A MANNER TO RECEIVE

NEW FINISHES. DEMOLITION SHOULD BE PERFORMED IN A MANNER SUCH

THAT THE CONTRACTOR CAN SEAMLESSLY PATCH NEW WORK TO BE

SMOOTH AND UNDETECTABLE.

1. REMOVE EXISTING LAYER(S) OF ASPHALTIC SHINGLES IN ITS ENTIRETY.

TAKE CARE NOT TO DAMAGE EXISTING TO REMAIN TONGUE AND GROOVE

ROOF SHEATHING. PREPARE FOR NEW CONSTRUCTION.

2. REMOVE EXISTING COPPER FLASHING AROUND CHIMNEY, HOOD OR PIPE

PENETRATION IN ITS ENTIRETY.

3. REMOVE EXISTING GUTTERS AND ASSOCIATED DOWNSPOUTS.

4. DISCONNECT AND REMOVE EXISTING ROOF MOUNTED LIGHTNING

PROTECTION SYSTEM INCLUDING EXISTING AIR TERMINALS, MAIN

CONDUCTORS, BONDING CONDUCTORS, CABLE CLIPS, ETC. RETAIN

EXISTING DOWN CONDUCTORS MOUNTED VERTICALLY ON STRUCTURE TO

EXISTING GROUNDING ELECTRODES AS REQUIRED FOR BONDING OF NEW

LIGHTNING PROTECTION SYSTEM ON NEW ROOF. FIELD VERIFY LOCATIONS

AND QUANTITIES OF ALL DOWN CONDUCTORS.

5. REMOVE EXISTING COPPER DOG HOUSE COVER, ASSOCIATED FLASHING

AND RAISED WOOD SHEATHING.

6. REMOVE PORTION OF DAMAGED OR ROTTED RAFTER TAILS AS REQUIRED.

VERIFY EXTENT OF SCOPE IN FIELD. SCOPE NOT TO EXCEED 20% OR 400

LINEAR FEET OF RAFTER TAILS,

7. REMOVE DAMAGED OR ROTTEN TONGUE AND GROOVE ROOF SHEATHING

ARE REQUIRED. VERIFY EXTENT OF SCOPE IN FIELD. SCOPE NOT TO

EXCEED 20% OR 3,700 SQ FT OF OVERALL EXISTING SHEATHING.

8. REMOVED SOFFIT, FASCIA AND TRIM BOARDS.

9. REMOVE SHEET METAL PANEL.

10. EXISTING DUCT HOOD. REMOVE EXISTING FLASHING AROUND

PENETRATION. PREP FOR NEW CONSTRUCTION.

11. REMOVE EXISTING ASPHALTIC SHINGLES, TONGUE AND GROOVE

SHEATHING AND JOIST AS REQUIRED FOR NEW CONSTRUCTION.

DEMOLITION GENERAL NOTES

DEMOLITION PLAN NOTES

3 3

TYP

TYP

TYP

TYP

TYP

TYP8

TYP

TYP

TYP

TYP

TYP

654321 7 8 9 12 1513 14 17

B

C

A

10 11 16

5" /1

2" 5"

/1 2"

5" /1

2" 5"

/1 2"

5"/12" 5"/12"

5"/12" 5"/12"

97' - 1 1/4" 56' - 2" 80' - 9 3/4" 15' - 7 1/4"

6'

/2

/2

1/ 4"

6'

/2

4'

1/ 2"

/2

5'

/2

0"

0"

6'

249' - 8"

EQ 2' - 6" EQ

3'

3'

B D

BUILDING 6 KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

/1

/2

:1

:1

P M

AD101

ROOF DEMOLITON PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE BLDG 6 A-WING ROOF

5000 W. NATIONAL AVE

695-22-103

02/15/2022 JG TAA

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AD101

2 ROOF DEMOLITION PLAN

N

Revisions: Date:

ADDENDUM 01 09/01/2022

ACCOMPANYING 36C25222B0031 0004

ROOF PLAN GENERAL NOTES

A

B

C

D

E

F

G

ROOF PLAN NOTES #

ROOFING SUPPLIERS, MANUFACTURERS, & INSTALLERS SHALL REVIEW ALL

ROOFING DETAILS & ADVISE THE ARCHITECT ON ANY RECOMMENDED

CHANGES.

UNLESS NOTIFIED OTHERWISE, ROOFING SUPPLIERS, MANUFACTURERS

AND INSTALLERS WILL BE ASSUMED TO HAVE REVIEWED AND APPROVED

THE DETAILS SHOWN.

PROVIDE FLASHING AND SEALANT PER ROOFING MANUFACTURER

RECOMMENDATION AT ALL CONDUIT & HVAC LINES PENETRATING THE

ROOF.

CONTRACTOR & ALL SUBSTRATES SHALL BE AWARE & EXERCISE THE

NECESSARY CARE TO PREVENT DAMAGE TO OR PUNCTURE OF THE ROOF.

THIS SHALL INCLUDE ALL MATERIALS, TOOLS, DELETERIOUS MATERIALS.

REFERENCE STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND

ELECTRICAL FOR ITEMS. COORDINATE AS REQUIRED INCLUDING

NECESSARY FRAMING, BLOCKING, ETC.

VERIFY EXISTING FIELD CONDITIONS PRIOR TO BEGINNING WORK, AND

REPORT DISCREPANCIES IMMEDIATELY

ALL NEW MATERIALS PROVIDED ARE TO MATCH EXISTING MATERIALS IN

PROFILE AND COLOR. NEW SHINGLES TO MATCH EXISTING SHINGLES ON

WINGS B, C, AND D OF BUILDING 6. BASIS OF DESIGN: GAF "SLATELINE"

ENGLISH GRAY.

PROVIDE NEW TONGUE AND GROOVE TREATED WOOD SHEATHING WHERE

EXISTING WAS REMOVED.

PROVIDE NEW UNDERLAYMENT MEMBRANE, DRIP EDGE , AND ASPHALT

SHINGLES. SEE DETAIL 3/AE101 FOR MORE INFORMATION.

PROVIDE NEW 6" COPPER GUTTERS AND 2" X 4" RECTANGULAR

DOWNSPOUTS. MATCH EXISTING PROFILE(S) OF BUILDING 6B.

PROVIDE NEW WOOD GRAIN CELLULAR PVC FASCIA BOARD, TRIM AND SOFFIT

WHERE EXISTING WAS REMOVED. NEW BOARD, TRIM AND SOFFIT TO MATCH

EXISTING IN THICKNESS AND PROFILE.

PROVIDE NEW COPPER FLASHING AS REQUIRED. SEE DETAIL ON AE501 FOR

MORE INFORMATION.

PROVIDE COPPER RIDGE VENT. SEE DETAIL 4/AE101 FOR MORE INFO.

PROVIDE NEW 30" X 36" ROOF HATCH WITH SFIC CYLINDER LOCK, LADDER AND

GUARD RAIL SIMILAR TO 5/AE101.

INSTALL NEW LIGHTNING PROTECTION SYSTEM ON NEW ROOF. NEW SYSTEM

SHALL INCLUDE AIR TERMINALS, MAIN CONDUCTORS, BONDING CONDUCTORS,

CABLE CLIPS, ETC. AS REQUIRED TO COMPLY WITH THE REQUIREMENTS OF

NFPA 780 AND UL96A. CONNECT NEW LIGHTNING PROTECTION SYSTEM TO

EXISTING DOWN CONDUCTORS MOUNTED VERTICALLY ON STRUCTURE. FIELD

VERIFY EXACT LOCATIONS AND QUANTITIES OF ALL DOWN CONDUCTORS.

EXISTING DUCT HOOD. PROVIDE NEW FLASHING AROUND PENETRATION.

PROVIDE SNOW GUARDS PER MANUFACTURERS RECOMMENDATIONS ON THIS

PORTION OF ROOF. SEE SPECIFICATION 07 31 13 FOR MORE INFORMATION.

LIGHTNING PROTECTION SYSTEM GENERAL NOTES

COMPLETED SYSTEM SHALL CONFORM TO THE LATEST EDITION OF NFPA 70,

NFPA 780 AND UL96A. UPON COMPLETION OF THE INSTALLATION, THE

CONTRACTOR SHALL FURNISH THE MASTER LABEL ISSUED BY UNDERWRITERS

LABORATORIES, INC. FOR THE LIGHTNING PROTECTION SYSTEM.

EXOTHERMICALLY WELD THE ROOF CONDUCTORS TO THE DOWN

CONDUCTORS.

ALL DOWN AND MAIN CONDUCTORS OF THE LIGHTNING PROTECTION SYSTEM

SHALL BE MINIMUM OF 32 STRANDS OF 17 AWG COPPER. CLASS 1.

CONDUCTOR BENDS SHALL NOT FORM AN INCLUDED ANGLE OF LESS THAN 90

DEGREES AND SHALL NOT HAVE A RADIUS OF LESS THAN 8".

LIGHTNING PROTECTION AIR TERMINALS SHALL BE SPACED NOT TO EXCEED

20'-0" APART AND SHALL BE LOCATED WITHIN 2'-0" OF ENDS OF RIDGES.

LAYOUT IS FOR BIDDING PURPOSE AND REFERENCE ONLY. CONTRACTOR

SHALL PROVIDE FINAL LIGHTNING PROTECTIN SYSTEM DRAWINGS PREPARED

BY LIGHTNING PROTECTION SUB-CONTRACTOR FOR REVIEW BY AE PRIOR TO

INSTALLATION.

REFER TO SPECIFICATION SECTION 26 41 00 "FACILITY LIGHTNING

PROTECTION" FOR MORE INFORMATION.

PROVIDE POINTS ON ALL ROOF MOUNTED EQUIPMENT, CHIMNEYS, VENTS,

FLUES, ETC. PER NFPA 780 " STANDARD FORE THE INSTALLATION OF

LIGHTNING PROTECTION SYSTEMS".

COORDINATE WITH ROOFING SUBCONTRACTORS AND COMPLY WITH

WATERPROOFING REQUIREMENTS.

3 3

TYP

TYP

TYP

TYP

TYP

TYP

TYP

TYP

654321 7 8 9 12 1513 14 17

B

C

A

10 11 16

5" /1

2" 5"

/1 2"

5" /1

2" 5"

/1 2"

5"/12" 5"/12"

5"/12" 5"/12"

AE101

Sim

AE101

Sim

AE101

Sim

AE101

Sim

AE501

Sim

AE101

Sim

AE101

Sim

AE101

Sim

AE101

Sim

97' - 1 1/4" 56' - 2" 80' - 9 3/4" 15' - 7 1/4"

249' - 8"

4'

1/ 2"

6'

/2

1/ 4"

/2

6'

/2

/2

5'

/2

6'

2'

AE501

Sim

AE501

Sim

EQ 2' - 6"EQ

3'

3'

AE501

Sim

AE501

Sim

B D

BUILDING 6 KEY PLAN

N

SHADE INDICATES AREA

NOT IN SCOPE, TYP

NO SHADE INDICATES

LOCATION OF PROJECT,

TYP

A

SOUTH

C

SOUTH

C

NORTH

A

NORTH

MIN. 6" COPPER GUTTER.

PROFILE TO MATCH BUILDING

6B

1 X 10 WOOD GRAIN CELLULAR PVC

FASCIA BOARD. COLOR: WHITE.

EXISTING 2X8 BOARD

EXISTING TONGUE AND

GROOVE WOOD SHEATHING

ASPHALT SHINGLES TO MATCH EXISTING

BLDG 6 SHINGLES OVER #15 FELT

FLASHING

EXISTING WOOD RAFTERS

EXISTING BRICK

EXISTING 2 X 6

WOOD STUDS

EXISTING 2 X 12

WOOD FLOOR JOIST

WOOD GRAIN CELLULAR PVC

SOFFIT. COLOR: WHITE

MIN. 2" x 4" RECTANGULAR

COPPER DOWNSPOUT.

MATCH EXISTING PROFILE

OF BUILDING 6B.

CELLULAR PVC WOOD TRIM. MATCH

EXISTING PROFILE. COLOR: WHITE.

SEALANT

SEALANT

0'

/4

COPPER RIDGE VENT. MATCH EXISTING

PROFILE OF BUILDING 6B.

EXISTING TONGUE AND GROOVE

WOOD SHEATHING

ASPHALT SHINGLES TO MATCH EXISTING

BLDG 6 SHINGLES OVER #15 FELT

EXISTING WOOD RAFTERS

EXISTING 6 X 8 WOOD BEAM

EXISTING 6 X 6 WOOD POSTS

SEALANT, BOTH SIDES

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

Phase

ARCHITECT/ENGINEER OF RECORD

A/E:

STAMPCONSULTANT

321 4 5 6 7 8 9 10

Consultant:

/2

/2

:3

:5

A

M

AE101

ROOF PLAN

GUIDON

1221 N. PENNSYLVANIA STREET

INDIANAPOLIS, IN 46202

317.800.6388

REPLACE BLDG 6 A-WING ROOF

5000 W. NATIONAL AVE

695-22-103

02/15/2022 JG TAA

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

SCALE: 1/8" = 1'-0"AE101

2 ROOF PLAN

N

SCALE: 1 1/2" = 1'-0"AE101

3 EAVE DETAIL

SCALE: 1 1/2" = 1'-0"AE101

4 RIDGE VENT DETAIL

SCALE: 12" = 1'-0"AE101

5 ROOF HATCH

Revisions: Date:

ADDENDUM 01 09/01/2022

ACCOMPANYING 36C25222B0031 0004

Sheets
AD101 - ROOF DEMOLITON PLAN

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