S06 - Drawings AD101 _ AE101.pdf
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- Solicitation number
- 36C25222B0031
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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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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