Drawings-Replace A-wing roof-583-21-203.pdf
PDF 7 MB Posted
- Attached to
- Z1DA--Replace A-Wing Roof 583-21-203 Federal contract opportunity
- Solicitation number
- 36C25021B0054
About this file
This notice announces an upcoming Invitation for Bid for roof replacement services at a VA medical center. The Richard L. Roudebush VA Medical Center in Indianapolis will solicit bids to replace the roof on its A-Wing under solicitation number 36C25021B0054. The project is set aside 100% for SDVOSBs and has a value between $500,000 to $1 million. Interested SDVOSBs must be registered in the Vendor Information Pages and SAM databases. The solicitation and drawings will be posted on July 1st with bids due approximately 30 days later. The selected contractor must complete the project within 120 days of receiving the notice to proceed and obtain payment and performance bonds. A pre-bid site visit will be scheduled for interested vendors.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Attachment - Site Visit Sign-In Sheet (8 Jul 21).pdf | ||
| 36C25021B0054 0002.docx | DOCX document | |
| Attachment 7__Staging Area.pdf | ||
| Attachment 6__Roof Data.pdf | ||
| Attachment 5__7G Drawings-A-Wg Roof Replacement Rev 1.pdf | ||
| Attachment 2__Site Walk Q_As.pdf | ||
| Attachment 3__6F Specifications Rev 1.pdf | ||
| Attachment 4__8H SOW-Replace A-Wing Roofs Revision 1.pdf | ||
| Attachment 1_Summary of changes.pdf | ||
| 36C25021B0054 0001.docx | DOCX document | |
| Specifications.pdf | ||
| Contractor Certification Regarding Safety and Environmental.docx | DOCX document | |
| 36C25021B0054.docx | DOCX document | |
| RFI Form.docx | DOCX document | |
| IN Wage Determination June 2021.txt | TXT text file | |
| 36C25021B0054 published solicitation.pdf |
Show all 16
On GovTribe
Work with this file on GovTribe
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
PORTO ALEGRE STREET
E2 E2
E2
U
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
COVER
FY21
1 6
NBES05/11/2021
COVER SHEET
NB
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING: N/A.NREPLACE A-WING ROOFS PROJECT
583-21-203
CONSTRUCTION DOCUMENTS
RICHARD L. ROUDEBUSH VAMC
1481. W. 10TH STREET
INDIANAPOLIS, INDIANA
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
LIFT
AutoCAD SHX Text
STATN.
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
VA HOSPITAL
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
RAMP UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
UP
AutoCAD SHX Text
RAMP UP
AutoCAD SHX Text
PLUMB.
AutoCAD SHX Text
CLOSET
AutoCAD SHX Text
T-COM.
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STOP
AutoCAD SHX Text
STORAGE
AutoCAD SHX Text
ESKENAZI HEALTH
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text S
SK
Y
LI
G
H
TS
11 13
16 17
57 5849
44 52
33 38
71A
AREA OF WORK
N.NExisting Conditions
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
GI001
1FY21
2 9
NBES5/11/2021
INSTALL DETAILS
N, BOYD
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING:N/A
1 ROOF 80 (NORTH)
SCALE: NTS GI001
2 ROOF 80 (SOUTH)
SCALE: NTS
3 ROOF 81
SCALE: NTS
4 ROOF 81 (INTERIOR)
SCALE: NTS
5 ROOF 74, 82 AND 81
SCALE: NTS
6 COPING AND LIGHTING PROTECTION
SCALE: NTS
7 HVAC CURBS (ROOF 80)
SCALE: NTS
8 ROOF 80 (ENTRANCE)
SCALE: NTS
9 ROOF 74
SCALE: NTS
GI001
GI001GI001GI001
GI001
GI001 GI001
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
1. EXECUTE WORK METHODS TO MINIMIZE RAISING DUST FROM CONSTRUCTION OPERATIONS.
2. IMMEDIATELY REPLACE CEILING TILE DISPLACED FOR VISUAL INSPECTION.
3. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.
1. PROVIDE ACTIVE MEANS TO PREVENT AIRBORNE DUST FROM DISPERSING INTO
ATMOSPHERE.
2. WATER MIST WORK SURFACES TO CONTROL DUST WHILE CUTTING.
3. SEAL UNUSED DOORS WITH DUCT TAPE.
4. BLOCK OFF AND SEAL AIR VENTS.
6. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.
7. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.
1. REMOVE OR ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO
PREVENT CONTAMINATION OF DUCT SYSTEM.
2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL
AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH
PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR
VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.
3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR
1. WIPE WORK SURFACES WITH DISINFECTANT.
2. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
3. WET MOP AND/OR VACUUM WITH HEPA FILTERED VACUUM BEFORE LEAVING WORK AREA.
4. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.
FILTRATION UNITS IF INDICATED.
4. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
5. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.
6. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS
INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL
DEPARTMENT AND THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL SERVICES
DEPARTMENT.
1. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS
ASSOCIATED WITH CONSTRUCTION.
2. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.
4. WET MOP AREA WITH DISINFECTANT.
5. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.
1. ISOLATE H.V.A.C. SYSTEM IN AREA WHERE WORK IS BEING DONE TO PREVENT
CONTAMINATION OF DUCT SYSTEM.
2. COMPLETE ALL CRITICAL BARRIERS IE. SHEETROCK, PLYWOOD, PLASTIC, TO SEAL
AREA FROM NON-WORK AREA OR IMPLEMENT CONTROL CUBE METHOD (CART WITH
PLASTIC COVERING AND SEALED CONNECTION TO WORK SITE WITH HEPA VACUUM FOR
VACUUMING PRIOR TO EXIT) BEFORE CONSTRUCTION BEGINS.
3. MAINTAIN NEGATIVE AIR PRESSURE WITHIN WORK SITE UTILIZING HEPA EQUIPPED AIR
FILTRATION UNITS IF INDICATED.
4. SEAL HOLES, PIPES, CONDUITS, AND PUNCTURES APPROPRIATELY.
5. CONSTRUCT ANTEROOM AND REQUIRE ALL PERSONNEL TO PASS THROUGH THIS ROOM
7. DO NOT REMOVE BARRIERS FROM WORK AREA UNTIL COMPLETED PROJECT IS
INSPECTED BY THE OWNER'S SAFETY DEPARTMENT AND INFECTION CONTROL.
9. ROOM AND/OR SHALL BE THOROUGHLY CLEANED BY THE OWNER'S ENVIRONMENTAL
SERVICES DEPARTMENT.
2. REMOVE BARRIER MATERIALS CAREFULLY TO MINIMIZE SPREADING OF DIRT AND DEBRIS
ASSOCIATED WITH CONSTRUCTION.
5. VACUUM WORK AREA WITH HEPA FILTERED VACUUM.
6. WET MOP AREA WITH DISINFECTANT.
SO THEY CAN BE VACUUMED USING HEPA VACUUM CLEANER BEFORE LEAVING WORK
SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH
TIME THEY LEAVE THE WORK SITE.
6. ALL PERSONNEL ENTERING WORK SITE ARE REQUIRED TO WEAR SHOE COVERS.
SHOE COVERS MUST BE CHANGED EACH TIME THE WORKER EXITS THE WORK AREA.
SITE OR THEY CAN WEAR CLOTH OR PAPER COVERALLS THAT ARE REMOVED EACH
TIME THEY LEAVE THE WORK SITE.
3. CONTAIN CONSTRUCTION WASTE BEFORE TRANSPORT IN TIGHTLY COVERED CONTAINERS.
7. REMOVE ISOLATION OF H.V.A.C. SYSTEM IN AREAS WHERE WORK IS BEING PERFORMED.
4. COVER TRANSPORT RECEPTACLES OR CARTS. TAPE COVERING UNLESS SOLID LID.
1. OBTAIN APPROVAL BY MCOT TEAM TO REMOVE BARRIERS.
7. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.
8. PLACE A WALK-OFF MAT AND A STICKY MAT AT ENTRANCE AND EXIT WORK AREAS.
8. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.
3. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.
5. REMOVE AND DISCARD WALK-OFF MAT AND STICKY MAT AT ENTRY AND WORK AREAS.
5. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.
8. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.
9. PROVIDE INSPECTED/DATED FIRE EXTINGUISHER(S) IN THE WORK AREAS.
INSPECTION AND NON-INVASIVE ACTIVITIES
INCLUDES, BUT IS NOT LIMITED TO:
REMOVABLE OF CEILING TILES FOR VISUAL INSPECTION LIMITED TO
1 TILE PER 50 SQUARE FEET.
PAINTING (BUT NOT SANDING).
WALL COVERING, ELECTRICAL TRIM, MINOR PLUMBING, AND
ACTIVITIES WHICH DO NOT GENERATE DUST OR REQUIRE CUTTING
OF WALLS OR ACCESS TO CEILINGS OTHER THAN FOR VISUAL
INSPECTION.
SMALL SCALE, SHORT DURATION ACTIVITIES
INCLUDES, BUT IS NOT LIMITED TO:
INSTALLATION OF TELEPHONE AND COMPUTER CABLING.
ACCESS TO CHASE SPACES.
CUTTING OF WALLS OR CEILING WHERE DUST MIGRATION
CAN BE CONTROLLED.
WHICH CREATES MINIMAL DUST.
WORK THAT GENERATES A MODERATE TO
INCLUDES, BUT IS NOT LIMITED TO:
SANDING OF WALLS FOR PAINTING OR WALL COVERING.
REMOVAL OF FLOOR COVERINGS, CEILING TILES OR CASEWORK.
NEW WALL CONSTRUCTION.
HIGH LEVEL OF DUST OR REQUIRES DEMOLITION
OR REMOVAL OF ANY FIXED BUILDING
COMPONENTS OR ASSEMBLIES
MINOR DUCT WORK OR ELECTRICAL WORK ABOVE CEILINGS.
MAJOR CABLING ACTIVITIES.
ANY ACTIVITY WHICH CANNOT BE COMPLETED WITHIN A SINGLE
WORK SHIFT.
MAJOR DEMOLITION AND CONSTRUCTION
PROJECTS
INCLUDES, BUT IS NOT LIMITED TO:
ACTIVITIES WHICH REQUIRE CONSECUTIVE WORK SHIFTS.
REQUIRES HEAVY DEMOLITION OR OR REMOVAL OF A
COMPLETE CABLING SYSTEM.
NEW CONSTRUCTION.
MATRIX OF PRECAUTIONS FOR
CONSTRUCTION & RENOVATION
NFECTIONI R ACONTROL ISK SSESSMENT (ICRA)
LOW RISK
OFFICE AREAS
PATIENT RISK GROUPS
MEDIUM RISK HIGH RISK HIGHEST RISK
CARDIOLOGY CCU ANY AREA CARING FOR
ECHOCARDIOGRAPHY
ENDOSCOPY
NUCLEAR MEDICINE
PHYSICAL THERAPY
RADIOLOGY/MRI
RESPIRATORY THERAPY
EMERGENCY ROOM
LABOR & DELIVERY
LABORATORY (SPECIMEN)
NEWBORN NURSERY
OUTPATIENT SURGERY
PEDIATRICS
IMMUNOCOMPROMISED PATIENTS
BURN UNIT
CARDIAC CATH LAB
CENTRAL STERILE SUPPLY
INTENSIVE CARE UNITS
MEDICAL UNIT
PHARMACY
POST ANESTHESIA CARE UNIT
SURGICAL UNITS
NEGATIVE PRESSURE ISOLATION ROOMS
ONCOLOGY
OPERATING ROOMS INCLUDING
C-SECTION ROOMS
LOW RISK GROUP
CONSTRUCTION PROJECT TYPE
MEDIUM RISK GROUP
HIGH RISK GROUP
HIGHEST RISK GROUP
RISK RELATED GROUP TYPE A TYPE B TYPE C TYPE D
INFECTION CONTROL APPROVAL WILL BE REQUIRED WHEN THE CONSTRUCTION ACTIVITY AND RISK
NOTE:
LEVEL INDICATE THAT CLASS III OR CLASS IV CONTROL PROCEDURES ARE NECESSARY. .NGENERAL NOTES FOR CONTRACTORS
1. ALL WORK SHALL BE COMPLETED IN ACCORDANCE WITH ALL
PUBLISHED APPLICABLE LOCAL / STATE / FEDERAL / NATIONAL CODES,
ORDINANCES AND REGULATIONS ALONG WITH ALL RELATED VA
DIRECTIVES, DESIGN GUIDES AND MANUALS, SPECIFICATIONS AND
STANDARDS PLUS ALL VA REQUIREMENTS (FEDERAL AND LOCAL) THAT
ARE PROJECT SPECIFIC TO THE DOCUMENTED SCOPE OF WORK ON THIS
SITE.
2. EACH CONTRACTOR SHALL HAVE PUBLIC LIABILITY, PROPERTY
DAMAGE AND WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY
THE VA IN THE BIDDING DOCUMENTATION. CONTACT THE VA/CO DURING
THE BIDDING PHASE WITH ANY QUESTIONS, VERIFICATIONS, AND
DOCUMENTATION NECESSARY CONCERNING ALL REQUIREMENTS FOR
PROJECT INSURANCE COVERAGE.
3. EACH CONTRACTOR PRIOR TO THE COMMENCEMENT OF WORK SHALL
FULLY COORDINATE AND VERIFY WITH ALL OTHER CONTRACTORS, OTHER
TRADES AND THE VA/COR CONCERNING ALL SPACE REQUIREMENTS FOR
THIS PROJECT. THE GENERAL/PRIME CONTRACTOR SHALL BE
RESPONSIBLE FOR COMMUNICATING, DOCUMENTING AND COORDINATING
ALL SPACE REQUIREMENTS WITH THE VA/COR TO AVOID CONFLICTS AND
MISCOMMUNICATION.
4. BEFORE SUBMITTING A BID, ALL CONTRACTORS WILL CAREFULLY
EXAMINE THE DRAWINGS AND SPECIFICATIONS SO AS TO BE
THOROUGHLY FAMILIAR WITH ALL THE CONTRACT REQUIREMENTS. EACH
BIDDER SHOULD THEN VISIT THE SITE OF THE WORK TO BECOME
ACQUAINTED WITH ALL VISIBLE FIELD CONDITIONS AFFECTING THE
CONTRACT, SUCH AS OBSTACLES WHICH MAY BE ENCOUNTERED AND ALL
OTHER CONDITIONS RELATIVE TO WHAT COULD AFFECT/IMPACT THE
WORK OR BE AFFECTED BY THE PERFORMANCE OF THE WORK.
5. IF AWARDED THE CONTRACT, THE CONTRACTORS SHALL NOT BE
ALLOWED ANY EXTRA COMPENSATION BY REASON OF ANY UNFORESEEN
DIFFICULTIES OR OBSTACLES WHICH THE BIDDER COULD HAVE
REASONABLY ANTICIPATED PRIOR TO BIDDING. SHOULD ANY
DISCREPANCIES, ERRORS, CONFLICT OR ITEMS NEEDING CLARIFICATION
BE DISCOVERED IN THE PLANS AND/OR SPECIFICATIONS, THE
CONTRACTOR SHALL NOTIFY THE VA/CO PRIOR TO SUBMITTING A BID AND
THE VA/COR BEFORE STARTING ANY OF THE WORK.
6. CONTRACTORS SHALL REFERENCE ALL DRAWINGS IN ALL SECTIONS
OF WORK FOR FULLY DEFINING THEIR SCOPE OF WORK RESPONSIBILITIES
AND COORDINATE SAME WITH THE GENERAL/PRIME CONTRACTOR.
SUBCONTRACTORS AND SUPPLIERS FOR EACH TRADE ARE ADVISED THAT
INFORMATION PERTINENT TO THEIR SCOPE OF WORK ALSO OCCURS IN
OTHER SECTIONS OF THE DRAWINGS AND THE COMPLETE SET OF
CONTRACT DOCUMENTS.
7. DO NOT SCALE THE DRAWINGS. DRAWINGS ARE NOT TO SCALE.
8. OBTAIN ALL REQUIRED VA/COR AUTHORIZATIONS BEFORE BEGINNING
ANY DEMOLITION WORK OR NEW CONSTRUCTION, INCLUDING TEMPORARY
BARRICADES AND PROTECTION WORK.
9. EACH CONTRACTOR SHALL MAINTAIN A COMPETENT OSHA-30
FOREMAN OR DIRECT REPRESENTATIVE ON THE JOB AT ALL TIMES. THE
CONTRACTOR SHALL COOPERATE WITH AND COORDINATE WITH THE
SUPERINTENDENT AND FOREMAN OF OTHER TRADES IN ORDER THAT
THERE BE NO DELAYS IN THE EXECUTION AND COMPLETION OF THE
WORK. CONTACT VA COR FOR INSPECTION PRIOR TO CONCEALING NEW
WORK.
10. DURING CONSTRUCTION EACH CONTRACTOR SHALL KEEP ON SITE
ACCURATE FIELD RECORDS OF ALL CONCEALED WORK THAT DIFFERS
FROM THE CONTRACT DRAWINGS. THESE AS-BUILT MARKED-UP RECORD
DRAWINGS WILL BE KEPT UP TO DATE BY THE GENERAL/PRIME
CONTRACTOR AND PROVIDED TO THE VA/COR FOR DISTRIBUTION AT THE
COMPLETION OF THE PROJECT.
11. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO
ADEQUATELY PROTECT EXISTING CONSTRUCTION AND FINISHES TO
REMAIN IN PLACE DURING BOTH DEMOLITION AND CONSTRUCTION
SEQUENCES OF THE WORK. ANY DAMAGE TO SUCH AREAS SHALL BE
RESTORED AND REFINISHED TO A "LIKE-NEW" CONDITION PRIOR TO THE
VA/COR'S ACCEPTANCE OF THAT WORK.
12. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE FOR THE PATCH,
REPAIR, REFINISHING AND/OR REPLACEMENT OF ALL CONSTRUCTION,
MATERIALS, ASSEMBLIES, EQUIPMENT, SIGNAGE AND FINISHES DAMAGED
BY THE PROJECT DEMOLITION, TEMPORARY CONSTRUCTION, NEW
CONSTRUCTION OR THE MOVEMENT OF PERSONNEL, TOOLS, EQUIPMENT,
MATERIALS, ETC. BOTH INSIDE AND OUTSIDE OF THE DESIGNATED AREAS
OF WORK.
13. RELOCATIONS OF ANY INFRASTRUCTURE DISTRIBUTION SYSTEMS OR
EQUIPMENT, WHICH MAY ALTER THE ARCHITECTURAL OR STRUCTURAL
CONSTRUCTION, MUST BE APPROVED FIRST BY THE VA/COR PRIOR TO
STARTING ITS RELOCATION.
14. THE GENERAL/PRIME CONTRACTOR IS RESPONSIBLE TO PROVIDE THE
REMOVAL OF ALL CONSTRUCTION DEMOLITION DEBRIS, SPOIL AND
MATERIALS FROM THE PROJECT SITE ON A DAILY BASIS UNLESS
SPECIFICALLY REFERENCED OTHERWISE IN THE PROJECT SPECIFIC
LOGISTICAL SEQUENCING REQUIREMENTS.
15. CONTRACTORS TO ENSURE ALL FIRE RESISTIVE RATINGS ARE
MAINTAINED PER LOCATIONS SHOWN ON THE DRAWINGS. ALL
PENETRATIONS ARE TO BE SEALED BY AN APPROVED UL FIRESTOPPING
SYSTEM. SEAL ALL EXISTING PENETRATIONS EXPOSED DURING
CONSTRUCTION AS PER THE APPROVED UL FIRESTOPPING SYSTEM
INSTALLATION REQUIREMENTS. FOLLOW THE MANUFACTURE'S DESIGN
RECOMMENDATIONS FOR THE PROPER FIRE STOPPING MATERIAL TO BE
USED IN EACH SPECIFIC APPLICATION.
16. ALL FIRESTOPS SHALL MATCH THE FIRE RATING OF THE
CONSTRUCTION BEING PENETRATED, SUCH AS WALLS, FLOORS, CEILINGS,
PARTITIONS ETC. AND SHALL COMPLY WITH ALL CODE REQUIREMENTS.
USE ONLY A SINGLE (FMRC) APPROVED MANUFACTURERS LINE OF
PRODUCTS FOR ALL PROJECT FIRESTOPPING. THE BOD FOR ALL FIRE
STOPPING WILL BE ALL PRODUCTS AS MANUFACTURED BY THE 3M
COMPANY. PROVIDE SUBMITTAL FOR FIRESTOP MATERIALS PRIOR TO
PURCHASING.
17. PROVIDE AN HOURLY RATED FIRESTOP AT ALL PENETRATIONS OF
RATED CONSTRUCTION AND/OR ASSEMBLIES, WHETHER NEW OR
EXISTING, AND/OR AS A DIRECT RESULT OF THE PROJECT DEMOLITION
WORK OR NEW CONSTRUCTION. WHERE COMBUSTIBLE PENETRANTS
OCCUR USE A FIRE RATED INTUMESCENT MATERIAL AND WHERE
NONCOMBUSTIBLE PENETRANTS OCCUR USE A FIRE RATED
ENDOTHERMIC MATERIAL. ALL FIRESTOPPING WORK MUST BE APPROVED
BY THE VA/COR BEFORE CONCEALED BY CONSTRUCTION.
18.ALL CONTRACTOR PERSONNEL MUST OBTAIN BADGING PRIOR TO
BEGINNING ANY WORK. ALL VA PARKING AND CONDUCT RULES MUST BE
OBSERVED BY ALL PERSONNEL AT ALL TIMES.
19.THE CONTRACTOR SHALL COMPLETE ALL PATIENT DISRUPTING WORK
AFTER HOURS.
SPECIAL SAFETY NOTES
1. ALL CONTRACTORS, SUBCONTRACTORS AND THEIR REPRESENTATIVES
WORKING ON THIS PROJECT SHALL AT ALL TIMES PRIOR TO AND DURING
THE COURSE OF THEIR ACTIVITY BE RESPONSIBLE FOR THE SAFETY OF
THEIR EMPLOYEES, ALL OTHERS AND ARE TO BE IN CARE OF THE
PROPERTY.
2. EACH CONTRACTOR OR SUBCONTRACTOR, AS REPRESENTATIVES OF
THEIR EMPLOYEES, SHALL ASCERTAIN THAT THE CONDITIONS UNDER
WHICH THEY WILL BE REQUIRED TO ACCOMPLISH THEIR WORK ARE SAFE
AND MEET ALL APPLICABLE REQUIREMENTS OF THE OCCUPATIONAL
SAFETY AND HAZARD ACT, ALONG WITH ALL OTHER APPLICABLE
GOVERNING REGULATIONS AND VA REQUIREMENTS.
3. THE BEGINNING OF WORK ON SITE BY A CONTRACTOR OR
SUBCONTRACTOR SHALL INDICATE HIS/HER SATISFACTION AND FULL
ACCEPTANCE OF THE CURRENT SITE CONDITIONS REGARDING SAFETY
AND THE NECESSARY COMPLIANCE WITH ALL CONTRACT REQUIREMENTS
REGARDING SAME. THE CONTRACTOR ACCEPTS FULL RESPONSIBILITY
FOR ANY ACCIDENTS, INJURIES, AND/OR DAMAGES INCURRED AS A RESULT
OF ANY VISIBLE OR KNOWN UNSAFE CONDITIONS THAT EXIST.
4. THE CONTRACTOR'S SAFETY PLAN SHALL BE REVIEWED AND APPROVED
PRIOR TO STARTING ANY WORK. ANY REVISIONS TO THE SAFETY PLAN
MUST BE APPROVED BY THE COR.
5. ALL CRANES LIFTS OVER THE FACILITY WILL BE CONSIDERED CRITICAL
AND SHALL BE APPROVED BY THE VA.
6. ALL CRANE LIFTS SHALL BE COMPLETE ON THE WEEKENDS ONLY.
7. FALL PROTECTION WILL BE REQUIRED. THE FALL PROTECTION
TYPE/METHOD SHALL BE APPROVED BY THE VA PRIOR TO STARTING WORK.
8. ANY EQUIPMENT THAT IS USED NEAR THE EDGE OF THE BUILDING SHALL
BE TIED OFF.
9. IF A CRANE OR LARGE HYDRAULIC EQUIPMENT IS USED, THE DRAIN
CLOSEST TO THE EQUIPMENT MUST BE PROTECTED FROM AN ACCIDENTAL
HYDRAULIC LEAK. A SPILL KIT WILL BE REQUIRED TO BE WITHIN 10FT OF
THE EQUIPMENT IN USE.
10. THE CONTRACTOR SHALL BE VIGILANT AND WATCH FOR INCLEMENT
WEATHER. ENSURE THERE IS A SAFETY PLAN IN PLACE IF AN
UNKNOWN\PLANNED WEATHER EVENT OCCURS.
11.THE CONTRACTOR WILL BE REQUIRED TO PROVIDED RAIN PROTECTION
TO ANY UNCOVERED ROOFS THAT ARE NOT PROTECTED.
THE CONTRACTOR SHALL CONDUCT A SITE WALK PRIOR TO THE START OF
WORK AND WEEKLY TO EVALUATE THE PROJECT PROGRESS.
12.THE CONTRACTOR'S EMPLOYEE SHALL ONLY ENTER AND EXIT THE
FACILITY IN APPROVED LOCATIONS. EMPLOYEES WILL BE REQUIRED TO
WEAR A BADGE AND HAVE THEIR TEMPERATURE CHECKED EVERY DAY.
13. THE CONTRACTOR SHALL MAKE EVERY REASONABLE ATTEMPT NOT TO
AFFECT PATIENT CARE IF POSSIBLE. THE CONTRACTOR SHALL AVOID
BLOCKING ROADWAYS, SIDEWALKS, CORRIDORS OR DISRUPTING TRAFFIC.
14.THE CONTRACTOR SHALL FOLLOW ALL SAFETY AND INFECTION
PREVENTION GUIDANCE.
15.FIRE HAZARD PREVENTION AND SAFETY INSPECTIONS: INSPECT ENTIRE
CONSTRUCTION AREAS WEEKLY. COORDINATE WITH, AND REPORT
FINDINGS AND CORRECTIVE ACTIONS WEEKLY CONTRACTING OFFICER
REPRESENTATIVE OR GOVERNMENT DESIGNATED AUTHORITY
16. SMOKING IS PROHIBITED ON VA PROPERTY.
18. FLAMMABLE AND COMBUSTIBLE LIQUIDS: STORE, DISPENSE AND USE
LIQUIDS IN ACCORDANCE WITH 29 CFR 1926, NFPA 241 AND NFPA 30.
19. FIRE EXTINGUISHERS: PROVIDE AND MAINTAIN EXTINGUISHERS IN
CONSTRUCTION AREAS AND TEMPORARY STORAGE AREAS IN
ACCORDANCE WITH 29 CFR 1926, NFPA 241 AND NFPA 10.
FALL PROTECTION
1. THE FALL PROTECTION (FP) THRESHOLD HEIGHT REQUIREMENT IS 6 FT
(1.8 M) FOR ALL WORK, UNLESS SPECIFIED DIFFERENTLY OR THE OSHA 29
CFR 1926 REQUIREMENTS ARE MORE STRINGENT, TO INCLUDE STEEL
ERECTION ACTIVITIES, SYSTEMS-ENGINEERED ACTIVITIES
(PREFABRICATED) METAL BUILDINGS, RESIDENTIAL (WOOD)
CONSTRUCTION AND SCAFFOLDING WORK.
A. THE USE OF A SAFETY MONITORING SYSTEM (SMS) AS A FALL
PROTECTION METHOD IS PROHIBITED.
B. THE USE OF CONTROLLED ACCESS ZONE (CAZ) AS A FALL
PROTECTION METHOD IS PROHIBITED.
C. A WARNING LINE SYSTEM (WLS) MAY ONLY BE USED ON FLOORS OR
FLAT OR LOW-SLOPED ROOFS (BETWEEN 0 - 18.4 DEGREES OR 4:12
SLOPE) AND SHALL BE ERECTED AROUND ALL SIDES OF THE WORK
AREA (SEE 29 CFR 1926.502(F) FOR CONSTRUCTION OF WLS
REQUIREMENTS). WORKING WITHIN THE WLS DOES NOT REQUIRE FP.
NO WORKER SHALL BE ALLOWED IN THE AREA BETWEEN THE ROOF
OR FLOOR EDGE AND THE WLS WITHOUT FP. FP IS REQUIRED WHEN
WORKING OUTSIDE THE WLS.
D. FALL PROTECTION WHILE USING A LADDER WILL BE GOVERNED BY
THE OSHA REQUIREMENTS.
CONSTRUCTION NOTES
NORMAL WORK SHIFT HOURS FOR THE RICHARD L. ROUDEVUSH VA MEDICAL
CENTER IS 7:00 AM UNTIL 4:30 PM DAILY, MONDAY THROUGH FRIDAY
1. CERTAIN WORK ITEMS AND CONSTRUCTION ACTIVITIES THAT CREATE
NOISE, DUST, VIBRATIONS AND THAT WOULD CREATE DISTURBANCES
TO THE MEDICAL CENTER AND/OR ANY OF THE ADJACENT OCCUPIED
AREAS MAY NEED TO BE PERFORMED DURING PERIODS OF AFTER
HOURS/OFF-HOURS WORK, IF APPROVED BY THE COR. ITEMS THAT
WILL REQUIRE AFTER HOURS ACTIVITIES SHALL BE FULLY
COORDINATED WITH VA COR PRIOR TO START OF CONSTRUCTION.
2. AFTERHOURS/OFF-HOURS OF OPERATION SHALL BE SCHEDULED FOR
THE FOLLOWING DAYS AND TIMES AS COORDINATED, SCHEDULED AND
AUTHORIZED BY THE COR:
A. MONDAY THROUGH FRIDAY - 4:30 PM UNTIL 7:00 AM.
B. WEEKENDS (AS ALLOWED)
3. THE FOLLOWING CONSTRUCTION ACTIVITIES SHALL BE CONSIDERED
AFTERHOURS/OFF-HOURS OPERATIONS:
A. ALL CONCRETE OR METAL DECKING CORING, CUTTING OR
DRILLING
B. ANY WORK THAT DISTURBS PATIENT CARE OR MEDICAL FACILITY
OPERATIONS
C. ALL WORK (DEMOLITION OR NEW) THAT WILL CAUSE IMPACT NOISE
AND VIBRATIONS THAT CAN BE HEARD OR FELT IN THE
SURROUNDING ADJACENT OCCUPIED SPACES/AREAS
D. CRANE LIFTS-SHALL BE ONLY COMPLETED ON SATURDAYS OR
SUNDAYS ONLY
4. CONTRACTOR WILL BE PERMITTED TWO (2) VEHICLES TO BE PARKED
IN THE F-LOT. ALL PRIVATE VEHICLES MUST BE PARKED OFF SITE.
CRANE SAFETY
1. ALL CRANE WORK SHALL COMPLY WITH 29 CFR 1926 SUBPART CC.
2. PRIOR TO OPERATING A CRANE, THE OPERATOR MUST BE LICENSED,
QUALIFIED OR CERTIFIED TO OPERATE THE CRANE. THUS, ALL THE
PROVISIONS CONTAINED WITH SUBPART CC ARE EFFECTIVE AND
THERE IS NO “PHASE IN” DATE.
3. A DETAILED LIFT PLAN FOR ALL LIFTS SHALL BE SUBMITTED TO THE
GOVERNMENT DESIGNATED AUTHORITY 14 DAYS PRIOR TO THE
SCHEDULED LIFT COMPLETE WITH ROUTE FOR TRUCK CARRYING
LOAD, CRANE LOAD ANALYSIS, SITING OF CRANE AND PATH OF SWING
AND ALL OTHER ELEMENTS OF A CRITICAL LIFT PLAN WHERE THE LIFT
MEETS THE DEFINITION OF A CRITICAL LIFT. CRITICAL LIFTS REQUIRE A
MORE COMPREHENSIVE LIFT PLAN TO MINIMIZE THE POTENTIAL OF
CRANE FAILURE AND/OR CATASTROPHIC LOSS. THE PLAN MUST BE
REVIEWED AND ACCEPTED BY THE GENERAL CONTRACTOR BEFORE
BEING SUBMITTED TO THE VA FOR REVIEW. THE LIFT WILL NOT BE
ALLOWED TO PROCEED WITHOUT PRIOR ACCEPTANCE OF THIS
DOCUMENT.
4. CRANE OPERATORS SHALL NOT CARRY LOADS
A. OVER THE GENERAL PUBLIC OR VAMC PERSONNEL
B. OVER ANY OCCUPIED BUILDING UNLESS
a. THE TOP TWO FLOORS ARE VACATED
b. OR OVERHEAD PROTECTION WITH A DESIGN LIVE LOAD OF 300
PSF IS PROVIDED
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
GI002
1FY21
3 9
NBES5/11/2021
INSTALL DETAILS
N, BOYD
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING:N/A
AutoCAD SHX Text
CLASS 1
AutoCAD SHX Text
CLASS 1V
AutoCAD SHX Text
%%UPRIOR TO ANY CONSTRUCTION
AutoCAD SHX Text
%%UPOST CONSTRUCTION
AutoCAD SHX Text
%%UPRIOR TO ANY CONSTRUCTION
AutoCAD SHX Text
%%UPOST CONSTRUCTION
AutoCAD SHX Text
CLASS 1I
AutoCAD SHX Text
CLASS 1II
AutoCAD SHX Text
%%UPRIOR TO ANY CONSTRUCTION
AutoCAD SHX Text
%%UPOST CONSTRUCTION
AutoCAD SHX Text
TYPE A
AutoCAD SHX Text
TYPE B
AutoCAD SHX Text
TYPE C
AutoCAD SHX Text
TYPE D
AutoCAD SHX Text I
AutoCAD SHX Text
II
AutoCAD SHX Text
II
AutoCAD SHX Text
III/IV
AutoCAD SHX Text
II
AutoCAD SHX Text
II
AutoCAD SHX Text
III/IV
AutoCAD SHX Text
III/IV
AutoCAD SHX Text
III
AutoCAD SHX Text
III/IV
AutoCAD SHX Text
IV
AutoCAD SHX Text
IV
AutoCAD SHX Text
IV
AutoCAD SHX Text I
AutoCAD SHX Text I
AutoCAD SHX Text
II
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
ROOF INFORMATION
ROOF #
ESTIMATED
SQ. FT. ROOF TYPE INSULATION DECK
80 22,568.00 EPDM POLYISO CONCRETE
81 1,148.00 EPDM POLYISO METAL
82 315.00 EPDM POLYISO CONCRETE
79 12,470.00 EPDM POLYISO CONCRETE
74 1,070.00 EPDM POLYISO METAL
TOTAL 37,571
SK
Y
LI
G
H
TS
71A
L
SK
Y
LI
G
H
TS
11 13
16 17
57 5849
44 52
33 38
71A
AREA OF WORK
N
ADHERED 90 MIL EPDM
FIBERBOARD
METAL DECKING
MECHANICAL FASTENER
NEW ADHERED EPDM MEMBRANE
NEW FIBERBOARD
EXISTING METAL DECKING
NEW MECHANICAL FASTENER
EXISTING
NEW
ROOFS 74 AND 81
PLAN NOTES
1. REMOVE EPDM MEMBRANE, FIBER BOARD AND
FASTENERS.
2. CAREFULLY REMOVE THE LIGHTING PROTECTION AND
STORE FOR REINSTALLATION. DISCARD LIGHTNING
PROTECTION CLIPS.
3. REMOVE THE 4 DOWNSPOUT STONES AND STORE FOR
LATER PLACEMENT.
4. REMOVE EXISTING GUTTER SYSTEM.
5. REMOVE COPING CAULK FROM AROUND THE ENTIRE
PERIMETER OF THE ROOF. PREPARE THE SURFACE FOR
NEW CAULK.
6. REMOVE GUTTER SYSTEM IF REQUIRED FOR MEMBRANE
INSTALLATION..NTHE AREAS LISTED ABOVE ARE ESTIMATES ONLY. THE EXACT MEASUREMENTS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR DURING THE PRE-BID MEETING.
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT THE ROOFS SYSTEMS WITH
2" RIGID FOAM AND 34 PLYWOOD WHEN WORKING ON
NON-CONTRACT ROOFS.
2. INSTALL EPDM ROOF PER THE MANUFACTURES
RECOMMENDATIONS TO RECEIVE A 25 YEAR WARRANTY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
AND REINSTALLATION OF ALL MEP COMPONENTS THAT
NEED TO BE MOVED FOR THE ROOF SYSTEM TO BE
INSTALLED.
4. THE NEW EPDM MEMBRANE SHALL BE AT LEAST 90 MILS
THICK.
5. ANY OUTAGES OR SHUTDOWNS MUST BE COORDINATED
WITH THE COR AT LEAST TWO WEEKS IN ADVANCE.
6. IF CRANES OR LIFTING EQUIPMENT IS USED COORDINATE
WITH THE COR FOR THE EXACT LOCATION OF THE
EQUIPMENT. A LIFT PLAN MUST BE PROVIDED TO THE COR.
7. IF PRODUCTS WITH HIGH VOC ARE USED, AFTER HOURS
USE MAY BE REQUIRED.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR
TEMPORARILY COVERING THE EXPOSED AREA OF THE
ROOF IF THE WORK CANNOT BE COMPLETED IN ONE DAY
OR IF WEATHER PERMITS.
9. THE CONTRACTOR MUST SUBMIT A SAFETY PLAN PRIOR TO
STARTING WORK.
10. INSTALL THE NEW ROOFING SYSTEM PER THE DETAILS ON
AI100, UNLESS THE MANUFACTURE RECOMMENDS
DIFFERENT TO ACHIVE A 25 YEAR WARRANTY.
11. INSTALL ROOFING DATA PLATE ON ALL NEW ROOF SYSTEM
INSTALLS, IN THE LOCATION SPECIFIED BY THE COR.
12. NOTIFY THE COR ONCE ALL MATERIALS FROM THE ROOF
HAVE BEEN REMOVED. THE COR WILL INSPECT THE DECK
PRIOR TO THE INSTALLATION OF THE NEW ROOF SYSTEM.
13. NOTIFY THE COR IF ANY DAMAGES ARE FOUND THAT MIGHT
LEAD TO FUTURE LEAKS OR DAMAGES TO GOVERNMENT
PROPERTY.
14. THE CONTRACTOR WILL BE REQUIRED TO REMOVE,
REINSTALL OR RELOCATE ANY EQUIPMENT THAT MAY BE
REQUIRED TO TO REMOVE OR REINSTALL THE NEW ROOF
SYSTEM.
15. THE CONTRACTOR SHALL MAINTAIN THE CURRENT SLOPE
OF THE ROOF.
16. THE CONTRACTOR FOLLOW ALL VA ICRA AND ISLM POLICIES
PUT IN PLACE BY THE INFECTION PREVENTION TEAM AND
VA SAFETY.
17. INSPECT THE PARAPET WALL ONCE THE MEMBRANE IS
REMOVED AND NOTIFY THE COR IF WATER DAMAGE IS
VISIBLE.
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
AD101
1FY21
6 9
NBES5/11/2021
INSTALL DETAILS
N, BOYD
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING:N/A
1 ROOF DETAIL (METAL DECK)
SCALE: NTSAD101
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
ESTIMATED
SQ. FT. ROOF TYPE INSULATION DECK
80 22,568.00 EPDM POLYISO CONCRETE
81 1,148.00 EPDM POLYISO METAL
82 315.00 EPDM POLYISO CONCRETE
79 12,470.00 EPDM POLYISO CONCRETE
74 1,070.00 EPDM POLYISO METAL
TOTAL 37,571
SK
Y
LI
G
H
TS
57 5849
44 52
33 38
71A
L
SK
Y
LI
G
H
TS
11 13
16 17
57 5849
44 52
33 38
71A
AREA OF WORK
N
2" EXISTING
INSULATION
TAPERED
INSULATION
ADHERED
EPDM
MEMBRANE
MECHANICAL FASTNER
EXISTING
2" EXISTING
INSULATION
TAPERED
INSULATION
NEW
ADHERED
EPDM
MEMBRANE
NEW 12"
ADHERED
INSULATION
NEW 5/8"
ADHERED
COVER
BOARD
NEW
ROOFS 79,80, AND 82
PLAN NOTES NOTES APPLY TO ALL HIGHLIGHTED ROOFS
1. REMOVE THE EXISTING EPDM MEMBRANE AND WALK
MATS.
2. INSPECT THE POLYISOCYANURATE INSULATION AND
REPLACE ANY WET OR DAMAGED INSULATION FOUND.
CORE 18 HOLES THROUGH THE INSULATION DOWN TO
THE DECK AT MULTIPLE LOCATIONS. INSPECT FOR WET
OR DAMP INSULATION. COORDINATE A WALKTHROUGH
WITH THE COR PRIOR TO COVERING THE INSULATION.
THE CONTRACTOR SHALL ASSUME FOR BIDDING
PURPOSES THAT 28,000 BOARD FEET OF THE
INSULATION MAY NEED REPLACED.
3. INSPECT THE MECHANICAL FASTENERS AND REPLACE
ANY FASTENERS THAT ARE DAMAGED, LOOSE OR THAT
DO NOT PASS A PULL TEST.
4. CAREFULLY REMOVE THE LIGHTING PROTECTION AND
STORE FOR REINSTALLATION. DISCARD LIGHTNING
PROTECTION CLIPS. PROVIDE NEW CLIPS FOR THE
REINSTALLATION.
5. REMOVE EXISTING EPDM EXPANSION JOINT.
6. REMOVE 18 EXISTING DRAINS. NOT ALL LOCATIONS ARE
SHOWN. THE CONTRACTOR SHALL FIELD VERIFY THE
EXACT LOCATIONS DURING THE PRE-BID MEETING.
7. REMOVE THE 4 DOWNSPOUT STONES AND STORE FOR
LATER PLACEMENT.
8. REMOVE THE ABANDONED LIGHTNING PROTECTION
EQUIPMENT.
9. REMOVE COPING CAULK FROM AROUND THE ENTIRE
PERIMETER OF THE ROOF. PREPARE THE SURFACE FOR
NEW CAULK..NTHE AREAS LISTED ABOVE ARE ESTIMATES ONLY. THE EXACT MEASUREMENTS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR DURING THE PRE-BID MEETING.
GENERAL NOTES
1. CONTRACTOR SHALL PROTECT THE ROOFS SYSTEMS WITH
2" RIGID FOAM AND 34 PLYWOOD WHEN WORKING ON
NON-CONTRACT ROOFS.
2. INSTALL EPDM ROOF PER THE MANUFACTURES
RECOMMENDATIONS TO RECEIVE A 25 YEAR WARRANTY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
AND REINSTALLATION OF ALL MEP COMPONENTS THAT
NEED TO BE MOVED FOR THE ROOF SYSTEM TO BE
INSTALLED.
4. THE NEW EPDM MEMBRANE SHALL BE AT LEAST 90 MILS
THICK.
5. ANY OUTAGES OR SHUTDOWNS MUST BE COORDINATED
WITH THE COR AT LEAST TWO WEEKS IN ADVANCE.
6. IF CRANES OR LIFTING EQUIPMENT IS USED COORDINATE
WITH THE COR FOR THE EXACT LOCATION OF THE
EQUIPMENT. A LIFT PLAN MUST BE PROVIDED TO THE COR.
7. IF PRODUCTS WITH HIGH VOC ARE USED, AFTER HOURS
USE MAY BE REQUIRED.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR
TEMPORARILY COVERING THE EXPOSED AREA OF THE
ROOF IF THE WORK CANNOT BE COMPLETED IN ONE DAY
OR IF WEATHER PERMITS.
9. THE CONTRACTOR MUST SUBMIT A SAFETY PLAN PRIOR TO
STARTING WORK.
10. INSTALL THE NEW ROOFING SYSTEM PER THE DETAILS ON
AE501, UNLESS THE MANUFACTURE RECOMMENDS
DIFFERENT TO ACHIVE A 25 YEAR WARRANTY.
11. INSTALL ROOFING DATA PLATE ON ALL NEW ROOF SYSTEM
INSTALLS, IN THE LOCATION SPECIFIED BY THE COR.
12. NOTIFY THE COR ONCE ALL MATERIALS FROM THE ROOF
HAVE BEEN REMOVED. THE COR WILL INSPECT THE DECK
PRIOR TO THE INSTALLATION OF THE NEW ROOF SYSTEM.
13. NOTIFY THE COR IF ANY DAMAGES ARE FOUND THAT MIGHT
LEAD TO FUTURE LEAKS OR DAMAGES TO GOVERNMENT
PROPERTY.
14. THE CONTRACTOR WILL BE REQUIRED TO REMOVE,
REINSTALL OR RELOCATE ANY EQUIPMENT THAT MAY BE
REQUIRED TO TO REMOVE OR REINSTALL THE NEW ROOF
SYSTEM.
15. THE CONTRACTOR SHALL MAINTAIN THE CURRENT SLOPE
OF THE ROOF.
16. THE CONTRACTOR FOLLOW ALL VA ICRA AND ISLM POLICIES
PUT IN PLACE BY THE INFECTION PREVENTION TEAM AND
VA SAFETY.
17. INSPECT THE PARAPET WALL ONCE THE MEMBRANE IS
REMOVED AND NOTIFY THE COR IF WATER DAMAGE IS
VISIBLE.
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
AD102
1FY21
7 9
NBES5/11/2021
INSTALL DETAILS
N, BOYD
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING:N/A
1 ROOF DETAIL (CONCRETE DECK)
SCALE: NTSAD102
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
ESTIMATED
SQ. FT. ROOF TYPE INSULATION DECK
80 22,568.00 EPDM POLYISO CONCRETE
81 1,148.00 EPDM POLYISO METAL
82 315.00 EPDM POLYISO CONCRETE
79 12,470.00 EPDM POLYISO CONCRETE
74 1,070.00 EPDM POLYISO METAL
TOTAL 37,571
L
SK
Y
LI
G
H
TS
11 13
16 17
57 5849
44 52
33 38
71A
AREA OF WORK
N
2" EXISTING
INSULATION
TAPERED
INSULATION
ADHERED
EPDM
MEMBRANE
MECHANICAL FASTNER
EXISTING
2" EXISTING
INSULATION
TAPERED
INSULATION
NEW
ADHERED
EPDM
MEMBRANE
NEW 12"
ADHERED
INSULATION
NEW 5/8"
ADHERED
COVER
BOARD
NEW
ROOFS 79,80, AND 82
PLAN NOTES NOTES APPLY TO ALL HIGHLIGHTED ROOFS
1. ADHERE 12" POLYISOCYANURATE INSULATION OVER THE
ENTIRE ROOF DECK AND REPLACE ANY DAMAGED
INSULATION.
2. INSTALL AND ADHERE 58" GYPSUM FIBER RE-ENFORCED
COVER BOARD OVER THE ROOF DECK.
3. INSTALL AND ADHERE A NEW EPDM MEMBRANE OVER
THE ENTIRE ROOF. FOLLOW THE MANUFACTURES
RECOMMENDATIONS FOR A 25 YEAR WARRANTY. USE
DETAILS ON AE101, IF DETAILS ARE NOT PROVIDED BY
THE MANUFACTURE.
4. REINSTALL THE LIGHTING PROTECTION IN THE EXACT
LOCATION THAT IT WAS REMOVED. REPLACE LIGHTNING
PROTECTION CLIPS. IF THE LIGHTNING PROTECTION IS
MODIFIED IN ANY WAY THE CONTRACTOR WILL BE
REQUIRED TO UL CERTIFY THE LIGHTING PROTECTION
SYSTEM AT THE CONTRACTORS EXPENSE.
5. PROVIDE AND INSTALL RUBBER WALKING MATS AS
SHOWN. FOLLOW THE MANUFACTURE INSTALLATION
RECOMMENDATIONS.
6. PROVIDE AND INSTALL NEW EXPANSION JOINT. FOLLOW
THE MANUFACTURES RECOMMENDATIONS.
7. PROVIDE AND INSTALL NEW DRAINS AND OVERFLOWS AT
18 LOCATIONS. NOT ALL LOCATIONS ARE SHOWN ON THE
DRAWINGS. (36TOTAL)
8. INSTALL ID PLACARD IN LOCATIONS DESIGNATED BY THE
COR. SEE AE502
9. REAPPLY COPING CAULK AT ALL JOINTS, SEAMS AND
SCREW HEADS AROUND THE ENTIRE PERIMETER OF THE
HIGHLIGHTED ROOFS.
..GENERAL NOTES
1. CONTRACTOR SHALL PROTECT THE ROOFS SYSTEMS WITH
2" RIGID FOAM AND 34 PLYWOOD WHEN WORKING ON
NON-CONTRACT ROOFS.
2. INSTALL EPDM ROOF PER THE MANUFACTURES
RECOMMENDATIONS TO RECEIVE A 25 YEAR WARRANTY.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL
AND REINSTALLATION OF ALL MEP COMPONENTS THAT
NEED TO BE MOVED FOR THE ROOF SYSTEM TO BE
INSTALLED.
4. THE NEW EPDM MEMBRANE SHALL BE AT LEAST 90 MILS
THICK.
5. ANY OUTAGES OR SHUTDOWNS MUST BE COORDINATED
WITH THE COR AT LEAST TWO WEEKS IN ADVANCE.
6. IF CRANES OR LIFTING EQUIPMENT IS USED COORDINATE
WITH THE COR FOR THE EXACT LOCATION OF THE
EQUIPMENT. A LIFT PLAN MUST BE PROVIDED TO THE COR.
7. IF PRODUCTS WITH HIGH VOC ARE USED, AFTER HOURS
USE MAY BE REQUIRED.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR
TEMPORARILY COVERING THE EXPOSED AREA OF THE
ROOF IF THE WORK CANNOT BE COMPLETED IN ONE DAY
OR IF WEATHER PERMITS.
9. THE CONTRACTOR MUST SUBMIT A SAFETY PLAN PRIOR TO
STARTING WORK.
10. INSTALL THE NEW ROOFING SYSTEM PER THE DETAILS ON
AI100, UNLESS THE MANUFACTURE RECOMMENDS
DIFFERENT TO ACHIVE A 25 YEAR WARRANTY.
11. INSTALL ROOFING DATA PLATE ON ALL NEW ROOF SYSTEM
INSTALLS, IN THE LOCATION SPECIFIED BY THE COR.
12. NOTIFY THE COR ONCE ALL MATERIALS FROM THE ROOF
HAVE BEEN REMOVED. THE COR WILL INSPECT THE DECK
PRIOR TO THE INSTALLATION OF THE NEW ROOF SYSTEM.
13. NOTIFY THE COR IF ANY DAMAGES ARE FOUND THAT MIGHT
LEAD TO FUTURE LEAKS OR DAMAGES TO GOVERNMENT
PROPERTY.
14. THE CONTRACTOR WILL BE REQUIRED TO REMOVE,
REINSTALL OR RELOCATE ANY EQUIPMENT THAT MAY BE
REQUIRED TO TO REMOVE OR REINSTALL THE NEW ROOF
SYSTEM.
15. THE CONTRACTOR SHALL MAINTAIN THE CURRENT SLOPE
OF THE ROOF.
16. THE CONTRACTOR FOLLOW ALL VA ICRA AND ISLM POLICIES
PUT IN PLACE BY THE INFECTION PREVENTION TEAM AND
N
THE AREAS LISTED ABOVE ARE ESTIMATES ONLY. THE EXACT MEASUREMENTS SHALL BE FIELD
VERIFIED BY THE CONTRACTOR DURING THE PRE-BID MEETING.
WEST TENTH STREET
Richard L. Roudebush VA Medical Center 1481 W. 10th St.
Indianapolis, Indiana 46202
REPLACE A WING ROOFS
583-21-203
AE101
1FY21
4 9
NBES5/11/2021
INSTALL DETAILS
N, BOYD
CHIEF OF ENGINEERING: PATRICK HERBER
ASSISTANT CHIEF OF ENGINEERING:N/A
1 ROOF DETAIL(CONCRETE DECK)
SCALE: NTSAE101
AutoCAD SHX Text Dwg. of
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text Drawing Title
AutoCAD SHX Text Approved: Project Director
AutoCAD SHX Text Project Title
AutoCAD SHX Text Date
AutoCAD SHX Text Location
AutoCAD SHX Text Checked
AutoCAD SHX Text Building Number
AutoCAD SHX Text Project Number
AutoCAD SHX Text Drawing Number
AutoCAD SHX Text Drawn
AutoCAD SHX Text Revisions:
AutoCAD SHX Text Date
AutoCAD SHX Text
ADDRESS:
AutoCAD SHX Text
PROJECT ENGINEERS:
AutoCAD SHX Text one eighth inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text three inches = one foot
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text one and one half inches = one foot
AutoCAD SHX Text one inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 6"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three quarters inch = one foot
AutoCAD SHX Text one half inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text three eighths inch = one foot
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text one quarter inch = one foot
AutoCAD SHX Text
RLR VAMC FORM 09-JD0227
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NORTH REFERENCE
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
CAD DRAWING FILE LOCATION:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text Engineering and Facilities Management Services
AutoCAD SHX Text E
AutoCAD SHX Text M
AutoCAD SHX Text E
AutoCAD SHX Text P
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text N
AutoCAD SHX Text U
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text I
AutoCAD SHX Text T
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text N
AutoCAD SHX Text V
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text S
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text S
AutoCAD SHX Text F
AutoCAD SHX Text I
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text F
AutoCAD SHX Text F
AutoCAD SHX Text A
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text R
AutoCAD SHX Text A
ESTIMATED
SQ. FT. ROOF TYPE INSULATION DECK
80 22,568.00 EPDM POLYISO CONCRETE
81 1,148.00 EPDM POLYISO METAL
82 315.00 EPDM POLYISO CONCRETE
79 12,470.00 EPDM POLYISO CONCRETE
74 1,070.00 EPDM POLYISO METAL
TOTAL 37,571
SK
Y
LI
G
H
TS
57 58
33 38
71A
L
SK
Y
LI
G
H
TS
11 13
16 17
57 5849
44 52
33 38
71A
AREA OF WORK
N
ADHERED 90 MIL EPDM
FIBERBOARD
METAL DECKING
MECHANICAL FASTENER
NEW ADHERED EPDM MEMBRANE
NEW FIBERBOARD
EXISTING METAL DECKING
NEW MECHANICAL FASTENER
EXISTING
NEW
ROOFS 74 AND 81
20'
6'
PLAN NOTES
1. INSTALL NEW 5/8 FIBER BOARD OVER EXISTING METAL
DECK WITH NEW METAL FASTENERS.
2. INSTALL AND ADHERE THE NEW EPDM MEMBRANE OVER
THE ENTIRE ROOF. FOLLOW THE MANUFACTURES
RECOMMENDATIONS FOR A 25 YEAR WARRANTY. USE
DETAILS ON AE101, IF DETAILS ARE NOT PROVIDED BY
THE MANUFACTURE.
3. REINSTALL THE LIGHTING PROTECTION IN THE EXACT
LOCATION THAT IT WAS REMOVED. REPLACE LIGHTNING
PROTECTION CLIPS. IF THE LIGHTNING PROTECTION IS
MODIFIED IN ANY WAY THE CONTRACTOR WILL BE
REQUIRED TO UL CERTIFY THE LIGHTING PROTECTION
SYSTEM AT THE CONTRACTOR EXPENSE.
4. REINSTALL DOWNSPOUT SPLASH BLOCKS.
5. INSTALL ID PLACARD IN LOCATIONS DESIGNATED BY THE
COR.
6. INSTALL A NEW COMPLETE GUTTER SYSTEM WITH
DOWNSPOUTS AND SPLASH BLOCKS.
7. INSTALL A LADDER SYSTEM TO ALLOW ROOF ACCESS.
FROM ROOM 75. THE LADDER MUST HAVE A SAFETY
CAGE, OSHA COMPLAINT AND PERMANENTLY ATTACHED.
8. REAPPLY COPING CAULK AT ALL JOINTS AND SEAMS
AROUND THE ENTIRE PERIMETER OF THE HIGHLIGHTED
ROOFS.
9. COVER THE TWO 6' X 20'INTAKE PITS WITH PLYWOOD AND
PLASTIC TO PREVENT ODORS FROM ENTERING THE
FACILITY. DETAIL 2/AE102 AND.NTHE AREAS LISTED ABOVE…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .