Project_Specifications_-_Drawings_(Appendix_A).pdf
PDF 5 MB Posted
- Attached to
- INDU Roofing & Siding Replacement Federal contract opportunity
- Solicitation number
- 140P6424B0003
About this file
This document is a set of construction drawings for a Roofing and Siding Replacement project for several buildings at the Indiana Dunes National Park in Porter County, Indiana. The scope of work includes removing and replacing the roof membrane, insulation, and wood or metal decking, as well as replacing the existing wall siding and insulation. The project is being solicited under Solicitation Number 140P6424B0003, with an estimated project magnitude between $500,000 and $1,000,000. The work is expected to be awarded to a prime contractor in late spring/early summer 2024 and must be completed within 180 days of the Notice to Proceed. The project is set aside 100% for Service-Disabled Veteran-Owned Small Businesses, and a site visit is scheduled for May 7, 2024. The NAICS code is 238160, with a $19.0 million size standard.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Sol_140P6424B0003_Amd_0003.pdf | ||
| Revised_Bid_Opening_Information_0003.docx | DOCX document | |
| Questions_and_Answers_-_INDU_Roof_0002.pdf | ||
| Sol_140P6424B0003_Amd_0002.pdf | ||
| Sol_140P6424B0003_Amd_0001.pdf | ||
| Notice_to_Contractors.pdf | ||
| Submittal_List.pdf | ||
| Sol_140P6424B0003.pdf | ||
| Bid_Schedule.xlsx | XLSX spreadsheet | |
| Limitations_on_Subcontracting_Report.xlsx | XLSX spreadsheet | |
| Construction_Contract_Administration.pdf | ||
| Project_Specifications_-_Pictures_(Appendix_B).pdf | ||
| Project_Specifications.pdf | ||
| WD_-_Porter_County__IN.pdf |
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Text version
INDIANA DUNES NATIONAL PARK
HEADQUARTERS
1100 MINERAL SPRINGS ROAD,
PORTER INDIANA 46304
ROOFING AND SIDING REPLACEMENT
(B-102, B-108, B118 & B119)
PMIS 228286, 236478, 255512, 304966
Drawing No: 190134
APPENDIX A:
(DRAWINGS)
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STATE PARK
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INDIANA DUNES
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CALUMET RIVER
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CHICAGO
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TO
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DEEP
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MERRILLVILLE
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TO
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GARY
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LITTLE
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ELGIN JOLIET AND EASTERN R.R.
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RIVER
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PORTER CO.
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LAKE CO.
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PORTAGE
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CHICAGO
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TO
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SOUTH
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WEST BEACH
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DUNES
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OGDEN
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CHICAGO
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LAKE MICHIGAN
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BEND
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SHORE
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SOUTH
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AND
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CHESTERTON
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HQ.
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DUNE ACRES
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LA PORTE CO.
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PORTER CO.
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WESTVILLE &
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CHESAPEAKE AND OHIO R.R.
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PENN CENTRAL R.R.
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CALUMET
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LITTLE
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RIVER
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ROOKERY
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HERON
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BEVERLY DR.
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BEVERLY SHORES
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200 NORTH ROAD
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MICHIGAN
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CITY
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JOLIET
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LA PORTE
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GRIFFITH
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INDIANA
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ILLINOIS
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POINT
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VALPARAISO
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GARY
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NATIONAL PARK
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INDIANA DUNES
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CHICAGO
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MICHIGAN
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CITY
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LAKE MICHIGAN
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INDIANA
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MICHIGAN
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SCALE OF MILES
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INDIANA DUNES NATIONAL PARK
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INFORMATION CENTER
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PARK HEADQUARTERS
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VISITOR CENTER
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PARK BOUNDARY
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF DRAWING
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ROOF & SIDDING REPLACEMENT
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HEAD QUARTERS
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PORTER
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INDIANA
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OF
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PKG.
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NO.
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NORTHWEST
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INDIANA
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CONSTRUCTION DRAWINGS
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QUALITY DESIGN CERTIFICATION
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OR
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REVISION
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PMIS - 228286, 236478, 255512, 304966
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PROJECT LOCATION
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MWR
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HEAD QUARTER
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INDIANA DUNES NATIONAL PARK
1. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO BIDDING TO CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO BIDDING TO DETERMINE THE TOTAL QUANTITIES AND SCOPE OF DEMOLITION THAT IS TO OCCUR AND BE REPLACED TO PROVIDE AN ACCEPTABLE EPDM ROOF INSULATION AND TOP MEMBRANE. 2. THE CONTRACTOR SHALL FOLLOW ALL FEDERAL OSHA REGULATIONS AND REQUIREMENTS. THE CONTRACTOR SHALL FOLLOW ALL FEDERAL OSHA REGULATIONS AND REQUIREMENTS. 3. INSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY INSURE THAT ALL REQUIRED COORDINATION IS DONE BEFORE BEGINNING ANY CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED AUTHORIZATION FOR DEMOLITION FROM RESPONSIBLE AGENCIES AND FULLY ACKNOWLEDGE PRIOR TO COMMENCING DEMOLITION WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING CONDITIONS/MATERIALS TO REMAIN RESULTING FROM WORK UNDER THIS CONTRACT, AND SHALL RESTORE SUCH DAMAGE TO ITS ORIGINAL CONDITION. CONTRACTOR TO USE CAUTION AND PROTECT EXISTING CONDITIONS AS DEEMED PRUDENT AND IS RESPONSIBLE TO PHOTO DOCUMENT EXISTING CONDITIONS PRIOR TO START OF WORK. 5. CONTRACTOR SHALL NOTIFY C.O.R. IF DEMOLITION WORK APPEARS TO AFFECT THE CONTRACTOR SHALL NOTIFY C.O.R. IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING BEFORE PROCEEDING. PROJECT SHALL INCLUDE SELECTIVE REMOVAL AND REPLACEMENT OF ROOF MEMBRANE, INSULATION AND WOOD OR METAL DECKING. ADDITIONAL REPLACEMENTS SHALL BE REVIEWED WITH COR. 6. CONTRACTOR SHALL HAUL ALL DEMOLITION DEBRIS COMPLETELY AWAY FROM THE SITE & CONTRACTOR SHALL HAUL ALL DEMOLITION DEBRIS COMPLETELY AWAY FROM THE SITE & DISPOSE OF PROPERLY. 7. ITEMS NOT IDENTIFIED FOR REMOVAL IN DOCUMENTS SHALL REMAIN AS EXISTING AND IN ITEMS NOT IDENTIFIED FOR REMOVAL IN DOCUMENTS SHALL REMAIN AS EXISTING AND IN THE CONDITION THAT THEY ARE TO CURRENT DATE. 8. CUT AND PATCH EXISTING AND NEW WORK AS REQUIRED. CUT AND PATCH EXISTING AND NEW WORK AS REQUIRED. 9. MAINTAIN A SECURE AND WEATHER-TIGHT BUILDING AT THE END OF EACH DAY. MAINTAIN A SECURE AND WEATHER-TIGHT BUILDING AT THE END OF EACH DAY. CONTRACTOR IS LIABLE FOR DAMAGES RESULTING FROM NEGLIGENCE, NON-SECURED SITE AND IMPROPER WEATHER-TIGHT MEASURES. 10. THE CONTRACTOR SHALL NOT BLOCK ANY GARAGE OR ACCESS DOORS AT ANY TIME. THE CONTRACTOR SHALL NOT BLOCK ANY GARAGE OR ACCESS DOORS AT ANY TIME. LOCATE DUMPSTER STRATEGICALLY TO MAINTAIN ACCESS TO THE BUILDING ALL THE TIME 11. THE CONTRACTOR SHALL KEEP ALL THE SIDEWALK AND ACCESS DOOR FREE OF ANY KIND THE CONTRACTOR SHALL KEEP ALL THE SIDEWALK AND ACCESS DOOR FREE OF ANY KIND OF DEBRIS.
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DATE:
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INDIANA DUNES NATIONAL PARK
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FIELD VERIFY
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SIMILAR
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UNLESS NOTED OTHERWISE
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%%UGENERAL DEMOLITION NOTES:
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%%UGENERAL NOTES:
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1. CONTRACTOR SHALL REVIEW CONTRACT REQUIREMENTS AND PROCEDURES OUTLINED CONTRACTOR SHALL REVIEW CONTRACT REQUIREMENTS AND PROCEDURES OUTLINED IN THE SPECIFICATIONS. THE WORK OUTLINED IN THE DRAWINGS AND SPECIFICATIONS SHALL BE INCORPORATED INTO THE GENERAL CONTRACT. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS, MATERIALS, METHODS AND MEANS REQUIRED TO EXECUTE THE GENERAL CONTRACT AND PROVIDE A FINISHED PRODUCT. 2. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY PLAN SHEETS PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY PLAN SHEETS AND INFORMATION APPLICABLE TO THEIR AREA OF WORK. 3. VERIFY MECHANICAL AND ELECTRICAL CONDITIONS FOR NEEDS AND INTERFACE. VERIFY MECHANICAL AND ELECTRICAL CONDITIONS FOR NEEDS AND INTERFACE. REVIEW WITH C.O.R. PRIOR TO INSTALLATION AND CONTRACTOR USE OF UTILITIES. 4. PROTECT ALL SITE LOCATIONS AND EXISTING CONDITIONS THAT ARE NOT PROTECT ALL SITE LOCATIONS AND EXISTING CONDITIONS THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS ANYWHERE THROUGHOUT THE PROJECT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. REPAIR ALL DAMAGE DUE TO PROJECT, INCLUDING BUT NOT LIMITED TO CURBS, PAVING, TURF DISTURBANCE, EQUIPMENT, VEGETATION, ADJACENT WALLS, EQUIPMENT, ROOFING, WINDOWS, ETC. AS REQUIRED TO MATCH EXISTING. 5. ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE. ALL ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY. ACTUAL FIELD DIMENSIONS SHALL BE VERIFIED PRIOR TO SUBMITTING SHOP DRAWINGS, ORDERING RELATED MATERIALS, DEMOLITION AND BUILD BACK CONSTRUCTION. SITE CONDITIONS SHALL BE REVIEWED FOR WORKABILITY, ADJACENT CONDITIONS, EFFECTS AND ACCESSIBILITY. REVIEW ANY DISCREPANCIES WITH C.O.R. PRIOR TO CONSTRUCTION AND/OR FABRICATION.INSULATED PRIOR TO PRIMING AND PAINTING.
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7. AREAS NOTED AS N.I.C. ARE NOT IN CONTRACT. AREAS NOTED AS N.I.C. ARE NOT IN CONTRACT. 8. CONTRACTOR SHALL CONTACT THE C.O.R. IN THE EVENT THAT UNFORESEEN CONTRACTOR SHALL CONTACT THE C.O.R. IN THE EVENT THAT UNFORESEEN CONDITIONS ARE ENCOUNTERED. 9. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE. 10. AT EXTERIOR WALLS ALL PENETRATIONS SHALL BE SEALED WEATHER TIGHT AT EXTERIOR WALLS ALL PENETRATIONS SHALL BE SEALED WEATHER TIGHT AND THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO DEMONSTRATE COMPLETE AND SATISFACTORY INSTALLATIONS OF ALL SYSTEMS PROVIDED UNDER THIS CONTRACT. 11. CONTRACTOR SHALL VISIT THE SITE AND REVIEW CONDITIONS PRIOR TO BIDDING. NO CONTRACTOR SHALL VISIT THE SITE AND REVIEW CONDITIONS PRIOR TO BIDDING. NO ADDITIONAL SCOPE SHALL BE APPROVED FOR ITEMS ABLE TO BE OBSERVED DURING A PRE-BID SITE VISIT.CONTRACTOR IS RESPONSIBLE FOR A SAFE WORK SITE FOR ALL WORKERS ON SITE AND THAT OF THE PUBLIC UTILIZING THIS CONTINUALLY OCCUPIED FACILITY. 12. ACCESS TO ALL ENTRANCES ARE REQUIRED DURING OPERATIONAL HOURS. COORDINATE ACCESS TO ALL ENTRANCES ARE REQUIRED DURING OPERATIONAL HOURS. COORDINATE PHASING AND ACCESS PLAN WITH C.O.R. 13. CONTRACTOR IS RESPONSIBLE FOR SECURING THE CONSTRUCTION AREA AND SHALL BE CONTRACTOR IS RESPONSIBLE FOR SECURING THE CONSTRUCTION AREA AND SHALL BE RESPONSIBLE FOR DAMAGES/THEFT RESULTING FROM NEGLECT AND UNAUTHORIZED ACCESS VIA THE CONSTRUCTION SITE. COORDINATE SECURITY MEASURES AND WITH C.O.R. AND PARK STAFF. 14. PROVIDE SEALANT AT ALL VERTICAL AND HORIZONTAL JOINTS BETWEEN DISSIMILAR PROVIDE SEALANT AT ALL VERTICAL AND HORIZONTAL JOINTS BETWEEN DISSIMILAR MATERIALS AT AREAS OF REPAIR. COLOR SHALL MATCH ADJACENT SURFACE OR BE PAINTABLE. 15. VERIFY ALL LOCATIONS OF UNDERGROUND UTILITIES AND SERVICES AS REQURIED. VERIFY ALL LOCATIONS OF UNDERGROUND UTILITIES AND SERVICES AS REQURIED. PROTECT ACCORDINGLY. CONTRACTOR SHALL CALL LOCAL ONE-CALL UTILITY SERVICES AS REQUIRED BY LAW. 16. IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE IT IS THE INTENT OF THIS CONTRACT THAT ALL AREAS AFFECTED BY CONSTRUCTION BE A FINISHED AND A COMPLETED PRODUCT. CONTRACTOR SHALL PATCH, REPAIR, AND ADJUST AS REQUIRED TO ACHIEVE FINISHED PRODUCT. FOR AREAS NOT PARTICULARLY DETAILED, THE QUALITY AND DESIGN SHALL MATCH THE INTENT SHOWN IN OTHER AREAS. NOTIFY THE C.O.R. PRIOR TO PROCEEDING WITH ANY AREAS REQUIRING DIRECTION OR CLARIFICATION. 17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES. 18. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE REQUIREMENTS, AND/OR TESTING REQUIREMENTS THAT SHALL SPECIFIED IN THE CONTRACT DOCUMENTS. 19. THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN THE SPECIFICATIONS, NOTES AND PLANS CALL ATTENTION TO CERTAIN REQUIRED FEATURES OF THE CONSTRUCTION BUT DO NOT IMPLY TO COVER ALL MEANS AND METHODS OF CONSTRUCTION. 20. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP STANDARDS. 21. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL AND INTERNATIONAL CODES, REGULATIONS. 22. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CO AND COR'S ATTENTION AS SOON AS THE DISCREPANCY OR OMISSION IS FOUND. 23. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE SPECIFICATIONS REQUIREMENT SHALL BE USED.
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%%UGENERAL NOTES:
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GENERAL NOTES
MINERAL SPRING ROAD
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B-102 RESOURCES MANAGEMENT
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MINERAL SPRING ROAD
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B-108 CUSTODIAL SERVICES
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B-118 FIRE STATION 2
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B-119 BUILDINGS&UTILITIES COLD STORAGE
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11/13/2023 4:15 PM
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NEW WALL SIDING SURFACE AREA = 191 S.F.
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WALL SIDING SURFACE AREA = 69 S.F.
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AutoCAD SHX Text D:\OneDrive - DOI\_INDU\2024\20230309_INDU_Roof_Siding\DRAWINGS\CIVIL\C05 B102 ELEVATIONS.dwg
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DATE:
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SUB SHEET NO.
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PMIS/PKG NO.
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TITLE OF SHEET
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INDIANA DUNES NATIONAL PARK
AutoCAD SHX Text 228286/236478/255512/304966
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B102 ELEVATIONS
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RESOURCE MANAGEMENT
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GENERAL SIDING NOTES: 1. REMOVE ALL EXISTING SIDING & INSULATION DOWN REMOVE ALL EXISTING SIDING & INSULATION DOWN TO THE PLYWOOD OR WOOD FRAME. 2. REPLACE APPROXIMATELY 10% OF ANY ROTTEN REPLACE APPROXIMATELY 10% OF ANY ROTTEN WOOD FRAME OR PLYWOOD MEMBERS. (THE CONTRACTOR SHALL FIELD VERIFY) 3. INSTALL A VAPOR BARRIER. INSTALL A VAPOR BARRIER. 4. REPLACE EXISTING WALL INSULATION REPLACE EXISTING WALL INSULATION (APPROXIMATELY 1" THICK). 5. INSTALL NEW SIDING INCLUDING OUTSIDE AND INSIDE INSTALL NEW SIDING INCLUDING OUTSIDE AND INSIDE CORNERS. 6. THE CONTRACTOR SHALL REMOVE AND REINSTALL THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL UTILITIES ON THE EXTERIOR OF THE BUILDINGS AND INSTALL SIDING AROUND ANY OBSTACLES.
HAZARDOUS
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AREA
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TOTAL ROOF AREA (B-118 / B-119) = 14,521 S.F.
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AutoCAD SHX Text D:\OneDrive - DOI\_INDU\2024\20230309_INDU_Roof_Siding\DRAWINGS\CIVIL\C06 B118-B119 PLAN VIEW.dwg
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FIRE STATION2 / BUILDINGS & UTILITIES
GENERAL ROOFING NOTES: 1. REMOVE ALL INSULATION DOWN TO THE WOOD OR METAL DECKING, REMOVE ALL INSULATION DOWN TO THE WOOD OR METAL DECKING, 2. THE CONTRACTOR SHALL TAKE CORE SAMPLES TO DETERMINE THE EXISTING INSULATION THICKNESS. THE CONTRACTOR SHALL TAKE CORE SAMPLES TO DETERMINE THE EXISTING INSULATION THICKNESS. 3. INSTALL A NEW INSULATION TO MEET R-30 INSULATION. REPLACE AND ADD FASCIA ALONG THE ENTIRE INSTALL A NEW INSULATION TO MEET R-30 INSULATION. REPLACE AND ADD FASCIA ALONG THE ENTIRE ROOF PERIMETER TO MEET THIS STANDARD. 4. REMOVED THE TOP ROOF MEMBRANE AND INSTALL A NEW EPDM TOP MEMBRANE.AND REPLACE ALL REMOVED THE TOP ROOF MEMBRANE AND INSTALL A NEW EPDM TOP MEMBRANE.AND REPLACE ALL BOOTS AND FLASHING TO ALL EXISTING PENETRATIONS BUILDING PERIMETER (FOLLOW MANUFACTURER'S REQUIREMENTS). 5. REMOVED, AND INSTALL A NEW METAL FLASHING ALONG THE ENTIRE BUILDING PERIMETER OVER THE REMOVED, AND INSTALL A NEW METAL FLASHING ALONG THE ENTIRE BUILDING PERIMETER OVER THE FASCIA. 6. REPLACE ANY DAMAGED OR ROTTEN WOOD FASCIA, WOOD DECKING AND ROOF FRAME AS NECESSARY. REPLACE ANY DAMAGED OR ROTTEN WOOD FASCIA, WOOD DECKING AND ROOF FRAME AS NECESSARY. (ESTIMATED 10% OF THE ENTIRE BUILDING. THE CONTRACTOR SHALL DETERMINE THE EXACT AMOUNT AFTER REMOVE THE DECKING IS EXPOSE.)
654321
INDU
FIRE STATION
NO. 2
BUILDINGS AND
UTILITIES
OFFICE
BUILDINGS AND
UTILITIES
CARPENTER SHOP
BUILDINGS AND
UTILITIES
MECHANICAL SHOP
BAY
BAY
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CONTAINERS
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CONTAINERS
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WALL SIDING SURFACE AREA = 2,647 S.F.
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WALL SIDING SURFACE AREA = 452 S.F..
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WALL SIDING SURFACE AREA = 2,787 S.F.
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WALL SIDING SURFACE AREA = 1,015 S.F.
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WALL SIDING SURFACE AREA = 1,285 S.F.
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FASCIA SIDING SURFACE AREA = 120 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 120 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 281 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 62 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 58 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 118 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 190 S.F. (TO BE REPLACED WITH METAL FLASHING)
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FASCIA SIDING SURFACE AREA = 92 S.F. (TO BE REPLACED WITH METAL FLASHING)
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WALL SIDING SURFACE AREA = 791 S.F.
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WALL SIDING SURFACE AREA = 498 S.F.
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FASCIA SIDING SURFACE AREA = 39 S.F. (TO BE REPLACED WITH METAL FLASHING)
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WALL SIDING SURFACE AREA = 622 S.F.
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FASCIA SIDING SURFACE AREA = 38 S.F. (TO BE REPLACED WITH METAL FLASHING)
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AutoCAD SHX Text D:\OneDrive - DOI\_INDU\2024\20230309_INDU_Roof_Siding\DRAWINGS\CIVIL\C07 B118-119 ELEVATIONS.dwg
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ROOF & SIDDING REPLACEMENT
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XXX
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INDIANA DUNES NATIONAL PARK
AutoCAD SHX Text 228286/236478/255512/304966
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B118-B119 ELEVATIONS
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FIRE STATION2 / BUILDINGS & UTILITIES
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C07
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TOTAL ROOF AREA = 1,291 S.F.
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WALL SIDING SURFACE AREA = 249 S.F.
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WALL SIDING SURFACE AREA = 285 S.F.
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WALL SIDING SURFACE AREA = 682 S.F.
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WALL SIDING SURFACE AREA = 561 S.F.
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AutoCAD SHX Text CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND LOCATIONS FOR ALL ROOFING VENTS, PLUMBING, ELECTRICAL AND CONDUITS PENETRATIONS.
AutoCAD SHX Text D:\OneDrive - DOI\_INDU\2024\20230309_INDU_Roof_Siding\DRAWINGS\CIVIL\C08 B108 PLAN VIEW OPTION.dwg
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%%U PLAN VIEW (ROOF OPTION 1)
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CONTRACTOR SHALL FIELD VERIFY ALL SIZES AND ROOF PENETRATIONS.
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DATE:
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AutoCAD SHX Text GENERAL ROOFING NOTES: 1. REMOVE ALL INSULATION DOWN TO THE WOOD OR METAL DECKING, REMOVE ALL INSULATION DOWN TO THE WOOD OR METAL DECKING, 2. THE CONTRACTOR SHALL TAKE CORE SAMPLES TO DETERMINE THE THE CONTRACTOR SHALL TAKE CORE SAMPLES TO DETERMINE THE EXISTING INSULATION THICKNESS. 3. INSTALL A NEW INSULATION TO MEET R-30 INSULATION. REPLACE INSTALL A NEW INSULATION TO MEET R-30 INSULATION. REPLACE AND ADD FASCIA ALONG THE ENTIRE ROOF PERIMETER TO MEET THIS STANDARD. 4. REMOVED THE TOP ROOF MEMBRANE AND INSTALL A NEW EPDM TOP REMOVED THE TOP ROOF MEMBRANE AND INSTALL A NEW EPDM TOP MEMBRANE.AND REPLACE ALL BOOTS AND FLASHING TO ALL EXISTING PENETRATIONS BUILDING PERIMETER (FOLLOW MANUFACTURER'S REQUIREMENTS). 5. REMOVED, AND INSTALL A NEW METAL FLASHING ALONG THE ENTIRE REMOVED, AND INSTALL A NEW METAL FLASHING ALONG THE ENTIRE BUILDING PERIMETER OVER THE FASCIA. 6. REPLACE ANY DAMAGED OR ROTTEN WOOD FASCIA, WOOD DECKING REPLACE ANY DAMAGED OR ROTTEN WOOD FASCIA, WOOD DECKING AND ROOF FRAME AS NECESSARY. (ESTIMATED 10% OF THE ENTIRE BUILDING. THE CONTRACTOR SHALL DETERMINE THE EXACT AMOUNT AFTER REMOVE THE DECKING IS EXPOSE.)
GENERAL SIDING NOTES: 1. REMOVE ALL EXISTING SIDING & INSULATION DOWN TO THE PLYWOOD OR REMOVE ALL EXISTING SIDING & INSULATION DOWN TO THE PLYWOOD OR WOOD FRAME. 2. REPLACE APPROXIMATELY 10% OF ANY ROTTEN WOOD FRAME OR PLYWOOD REPLACE APPROXIMATELY 10% OF ANY ROTTEN WOOD FRAME OR PLYWOOD MEMBERS. (THE CONTRACTOR SHALL FIELD VERIFY) 3. INSTALL A VAPOR BARRIER. INSTALL A VAPOR BARRIER. 4. REPLACE EXISTING WALL INSULATION (APPROXIMATELY 1" THICK). REPLACE EXISTING WALL INSULATION (APPROXIMATELY 1" THICK). 5. INSTALL NEW SIDING INCLUDING OUTSIDE AND INSIDE CORNERS. INSTALL NEW SIDING INCLUDING OUTSIDE AND INSIDE CORNERS. 6. THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL UTILITIES ON THE THE CONTRACTOR SHALL REMOVE AND REINSTALL ALL UTILITIES ON THE EXTERIOR OF THE BUILDINGS AND INSTALL SIDING AROUND ANY OBSTACLES.
| Sheets and Views |
| 1 COVER SHEET |
| 2 GENERAL NOTES |
| 3 LOCATION MAP |
| 4 B102-PLAN VIEW |
| 5 B102 ELEVATIONS |
| 6 B118-B119 PLAN VIEW |
| 7 B118-B119 ELEVATIONS |
| 8 B108 PLAN VIEW & ELEVATIONS (OPTION) |
| 20231130_HQ-ROOFING-SIDDING DRWS.pdf |
| C01 INDUCOV-C01 |
| Sheets and Views |
| C01 |
| C02 GENERAL NOTES-C02 |
| Sheets and Views |
| C02 |
| C03 LOCATION MAP-C03 |
| Sheets and Views |
| C03 |
| C04 B102 PLAN VIEW-C04 |
| Sheets and Views |
| C04 |
| C05 B102 ELEVATIONS-C05 |
| Sheets and Views |
| C05 |
| C06 B118-B119 PLAN VIEW-C06 |
| Sheets and Views |
| C06 |
| C07 B118-119 ELEVATIONS-C07 |
| Sheets and Views |
| C07 |
| C08 B108 PLAN VIEW OPTION-C08 |
| Sheets and Views |
| C08 |
File details come from the government source that posted it. Updated .