hofu_Drawings_CD_set_combined_0529_20.pdf
PDF 4 MB Posted
- Attached to
- FY21 HOFU FURNACE STACK STABILIZATION Federal contract opportunity
- Solicitation number
- 140P4221R0015
About this file
This set of construction drawings and specifications is for the FY21 HOFU FURNACE STACK STABILIZATION project at Hopewell Furnace National Historic Site. The project involves repairs and stabilization of the brick furnace structure including replacement of wash surfaces, repointing of masonry, installation of new stone coping and metal flashing, and extension of the flue liner. The drawings show existing conditions, recommendations for repairs, floor and roof plans, elevations, and construction details. The related solicitation is being issued by the National Park Service Northeast Region for stabilization work in accordance with the 100% construction documents in the interest of preserving the historic fabric of the furnace structure. Offerors should reference the drawings and specifications when developing their proposals.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| HOFU_Furnace_Stack_Stabilization_Questions_and_Answers_0002.pdf | ||
| Sol_140P4221R0015_Amd_0002.pdf | ||
| site_visit_furnace_stack_0002.pdf | ||
| Sol_140P4221R0015_Amd_0001.pdf | ||
| Form_A.docx | DOCX document | |
| Addendum_1.docx | DOCX document | |
| References_Worksheet.doc | DOC document | |
| All_Final_100__Specs_052920.pdf | ||
| Sol_140P4221R0015.pdf | ||
| Wage_Determination_PA_20210083_Chester_County_7-2-21.pdf | ||
| Form_B.docx | DOCX document | |
| Bid_Guarantee_SF24-16d.pdf |
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Text version
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HOPEWELL FURNACE
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STATE
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NATIONAL PARK SERVICE
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DENVER SERVICE CENTER
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REGION
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN AND NAME OF PARK
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TITLE OF DRAWING
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HOFU
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PENNSYLVANIA
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OF
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PKG.
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NO.
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SHEET
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DRAWING NO.
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FURNACE STRUCTURE
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100% CONSTRUCTION DOCUMENTS
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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NORTHEAST
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NATIONAL HISTORIC SITE
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FURNACE STRUCTURE
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REPAIRS
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2 MARK BIRD LN, ELVERSON, PA 19520
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INDEX OF DRAWINGS
AutoCAD SHX Text FLOOR AND ROOF PLAN, ARCHITECTURAL REPAIRS NORTH AND SOUTH ELEVATION, ARCHITECTURAL REPAIRS EAST AND WEST ELEVATION, ARCHITECTURAL REPAIRS CONSTRUCTION DETAILS FLOOR AND ROOF PLAN NORTH AND SOUTH ELEVATION EAST AND WEST ELEVATION
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SUB-SHT.
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SHEET NO.
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DWG. TITLE
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G1 ARCHITECTURAL A0 A1 A2 A3 STRUCTURAL S1 S2 S3
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COVER SITE PLAN
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AutoCAD SHX Text 05/29/20
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PHOTOGRAPH OF FURNACE STRUCTURE
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PARK MAP
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REGIONAL MAP
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VICINITY MAP
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100%%% CONSTRUCTION
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DOCUMENTS
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THIS PROJECT
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PMIS 109118
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CONTRACT LIMIT LINE
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FRENCH CREEK
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VILLAGE BARN
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STORE & OFFICE
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GRAVEL ROADS, TYPICAL
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TO READING
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VISITOR CENTER
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PARKING [PAVED]
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TO ENTRANCE
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MAINTENACE
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WALKWAY AND STEPS
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IRONMASTERS HOUSE
AutoCAD SHX Text VEHICLE ACCESS, TYPICAL. SEE NOTE REGARDING LARGER VEHICLE ACCESS FROM OPPOSITE DIRECTION
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TO VALLEY FORGE
AutoCAD SHX Text APPROXIMATE STAGING AREA. LOCATION TO BE REVIEWED DURING PRE-BID SITE WALK. FINAL LOCATION TO BE CONFIRMED BY NPS DURING PRE-CONSTRUCTION MEETING.
AutoCAD SHX Text DUE TO TURNING RESTRICTIONS ON GRAVEL ROAD, LARGER VEHICLES ARE REQUIRED TO ACCESS FURNACE STACK FROM THIS ROAD
AutoCAD SHX Text NOTE: THE HOPEWELL FURNACE IS A NATIONAL HISTORICAL SITE WITH THE HOPEWELL FURNACE IS A NATIONAL HISTORICAL SITE WITH THE HIGHEST LEVEL OF CULTURAL AND MATERIAL SIGNIFICANCE. EVERY COMPONENT OF THE SITE IS A HISTORIC ARTIFACT AND SHALL BE CAREFULLY PROTECTED AND PRESERVED BY THE CONTRACTOR. ALL WORK SHALL COMPLY WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR STANDARDS FOR TREATMENT OF HISTORIC PROPERTIES. CONTRACTOR SHALL SCHEDULE CONTRACTOR SHALL SCHEDULE CONSTRUCTION ACTIVITIES TO PRESERVE THE EXISTING FABRIC AND SHALL INFORM THE CONTRACTING OFFICER AND ARCHITECT OF ANY CONDITIONS THAT MIGHT THREATEN IT. REFER TO HISTORIC PRESERVATION TREATMENT PROCEDURES, SECTION 015391 IN THE SPECIFICATIONS. PRESERVATION IS THE RESPONSIBILITY OF THE CONTRACTOR.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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SITE PLAN
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A. PESANTEZ
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C. GAFFIGAN
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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SITE PLAN
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NOT TO SCALE
WEST
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BRIDGE HOUSE ROOF
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NORTH
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TILE ROOF OF CASTING HOUSE
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EAST
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SOUTH
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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"E" TIE RODS
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EAST
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WEST
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NORTH
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"S" TIE ROD
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"W" TIE ROD
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"N" TIE ROD
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SOUTH
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BRICK PARAPET STRUCTURE WITH STONE CAP
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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FLOOR AND
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ROOF PLAN
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ARCHITECTURAL
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A. PESANTEZ
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C. GAFFIGAN
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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ROOF PLAN
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FLOOR PLAN
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SCALE
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SCALE
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SCALE OF FEET
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SCALE
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- RECOMMENDATIONS KEY -
AutoCAD SHX Text NEW WASH SURFACES ON LEDGES. SEE DETAIL 4-A3 OPTION 1: COAT WASH SURFACE WITH WATERPROOF : COAT WASH SURFACE WITH WATERPROOF COATING
AutoCAD SHX Text REPLACE SLATE COPING WITH NEW STONE, SEE DETAIL 1-A3 OPTION 2: ADD ICE AND WATER SHIELD: ADD ICE AND WATER SHIELD
AutoCAD SHX Text REPLACE PVC PIPE DRAINS WITH STAINLESS STEEL TO MATCH EXISTING SIZES, TYP. FOR 6 AT EXISTING LOCATIONS
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REMOVE ALL VEGETATION FROM INSIDE FACE OF WALLS, TYP. PRIOR TO REPOINTING
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RESET TILE SHINGLES AND REPAIR FLASHING. ASSUME 20 LF FLASHING AND 50 ROOF TILES
AutoCAD SHX Text INSTALL CAPPED METAL FLUE LINER AND TERMINATE 3'-0" ABOVE WASH SURFACE. SEE DETAIL 5-A3. CONNECT TO EXISTING METAL FLUE PIPE. OPTION 3: EXTEND NEW FLUE LINER DOWN TO : EXTEND NEW FLUE LINER DOWN TO DEMONSTRATION FURNACE EQUIPMENT
AutoCAD SHX Text ADD METAL TO BRIDGE HOUSE WALL NEAR CHIMNEY CAP TO PROTECT FROM SPARKS, SEE DETAIL 3-A3
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REMOVE EXISTING FAILED ROOF AND INSTALL NEW TPO ROOF MEMBRANE
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INSTALL VENTED PLEXIGLASS COVER OVER FURNACE OPENING.
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EXISTING BLAST PIPE
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TUYERE ARCH
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TYP
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SHED BEYOND
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TYP
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- LEGEND -
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BRICK TO REMAIN
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FLUE OUTLINE
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MISSING STEEL STRAP [NO WORK]
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OPENING IN STONE MASONRY [NO WORK]
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BIOLOGICAL GROWTH, CLEAN WITH BIOCIDE
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TIE RODS TO REMAIN
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STEEL PLATES TO REMAIN
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DESCRIPTION
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SYMBOL
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STEEL STRAPS TO REMAIN
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AREA OF DEEP MORTAR LOSS TO BE
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STEEL STRAP LOCATION AND NUMBER
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REPOINTED
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ERODED STONE TO REMAIN
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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NORTH AND
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SOUTH ELEVATION
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ARCHITECTURAL
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A. PESANTEZ
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C. GAFFIGAN
AutoCAD SHX Text 05 29 2020
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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NORTH ELEVATION
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SOUTH ELEVATION
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SCALE
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SCALE
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SCALE OF FEET
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SCALE
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ELEVATION RECOMMENDATIONS KEY
AutoCAD SHX Text INSTALL NEW STONE COPING WITH 2 STAINLESS STEEL DOWELS PER PIECE. SEE DETAIL 1-A3
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INSTALL VENTED PLEXIGLASS COVER OVER TUNNEL HEAD
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EXISTING PRESSURE TREATED WOOD POSTS TO REMAIN
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REMOVE ALGAE WITH BIOCIDE, TYPICAL
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CLEAN STEEL WITH BIOCIDE
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REMOVE VEGETATION AND TREE GROWTH, TYPICAL AT ENTIRE ELEVATION
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REPOINT LEDGE STONES BEFORE INSTALLING WASH CAP
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E1
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FORE HEARTH
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CAST ARCH
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BOSH (FURNACE INTERIOR)
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TYP
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TYP
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RACE WAY
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CAST HOUSE ROOF
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BRIDGE HOUSE ROOF
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MISSING STONE [NO WORK]
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TYP
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DATE:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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EAST AND
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WEST ELEVATION
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ARCHITECTURAL
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A. PESANTEZ
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C. GAFFIGAN
AutoCAD SHX Text 05 29 2020
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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EAST ELEVATION
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WEST ELEVATION
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SCALE
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SCALE
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SCALE OF FEET
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SCALE
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- LEGEND -
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BRICK TO REMAIN
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FLUE OUTLINE
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MISSING STEEL STRAP [NO WORK]
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OPENING IN STONE MASONRY [NO WORK]
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BIOLOGICAL GROWTH, CLEAN WITH BIOCIDE
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TIE RODS TO REMAIN
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STEEL PLATES TO REMAIN
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DESCRIPTION
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SYMBOL
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STEEL STRAPS TO REMAIN
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AREA OF DEEP MORTAR LOSS TO BE
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STEEL STRAP LOCATION AND NUMBER
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REPOINTED
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ERODED STONE TO REMAIN
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ELEVATION RECOMMENDATIONS KEY
AutoCAD SHX Text INSTALL NEW STONE COPING WITH 2 STAINLESS STEEL DOWELS PER PIECE. SEE DETAIL 1-A3
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INSTALL VENTED PLEXIGLASS COVER OVER TUNNEL HEAD
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EXISTING PRESSURE TREATED WOOD POSTS TO REMAIN
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REMOVE ALGAE WITH BIOCIDE, TYPICAL
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CLEAN STEEL WITH BIOCIDE
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REMOVE VEGETATION AND TREE GROWTH, TYPICAL AT ENTIRE ELEVATION
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REPOINT LEDGE STONES BEFORE INSTALLING WASH CAP
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E1
NEW MORTAR
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5/8" RECESS INTO UNDERSIDE OF COPING FOR SS DOWELS, GROUT SOLID
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3"-4" EMBEDMENT OF DOWELS IN BRICK PARAPET WALL
AutoCAD SHX Text ALTERNATE #2: : INSTALL ICE AND WATER SHIELD MEMBRANE BETWEEN NEW COPING AND PARAPET WALL
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1/2" DIA SS DOWEL, RECESS 1/2" INTO COPING UNDERSIDE. 2 PER COPING STONE
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DRIP EDGE
AutoCAD SHX Text INSTALL NEW SHEET METAL ON DOOR TO MATCH EXISTING METAL THICKNESS, COLOR AND FASTENING ON ADJACENT WALL
AutoCAD SHX Text INSTALL NEW WOOD DUTCHMAN AT DOOR BOTTOM PRIOR TO SHEET METAL INSTALLATION, +/- 4" TALL X DOOR WIDTH
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LOCATION OF NEW FLUE LINER. REMOVE EXISTING STONE CAP
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ALTERNATE #1: COAT : COAT WASH SURFACE WITH LIQUID MEMBRANE WATERPROOF COATING
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NEW REPAIR MORTAR. CREATE SLOPED WASH SURFACE ON EXISTING LEDGES, TYP.
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SLOPE
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SLOPE
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SLOPE
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SLOPE
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MITER CORNERS TO ACCOMMODATE CHANGE IN SLOPE
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CENTER DOWELS IN STONE, 2 PER COPING STONE.
AutoCAD SHX Text CUSTOM-FABRICATED CYLINDRICAL, CAPPED METAL FLUE LINER. PROVIDE GALVANIZED METAL PAINTED FLAT BLACK. EXTEND MIN. 3'-0" ABOVE EXTERIOR LEDGE SURFACE. CONNECT TO EXISTING FLUE LINER INSIDE MASONRY. ALTERNATE #3: EXTEND NEW : EXTEND NEW FLUE LINER DOWN TO DEMONSTRATION FURNACE EQUIPMENT.
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MESH WIRING FOR VENTILATION.
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OF
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TITLE OF SHEET
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CONSTRUCTION
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DETAILS
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A. PESANTEZ
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C. GAFFIGAN
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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NEW STONE COPING DETAIL
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SCALE
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SCALE
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SCALE OF INCHES
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METAL DETAIL AT BRIDGE HOUSE WALL
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NOT TO SCALE
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WASH SURFACE DETAIL
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SCALE
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COPING DETAIL - PARTIAL PLAN
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SCALE
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FLUE LINER DETAIL
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WEST
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NORTH
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EAST
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EAST
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NORTH
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SOUTH
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BRICK PARAPET STRUCTURE WITH STONE CAP
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DATE:
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DESIGNED:
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SHEET
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OF
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TITLE OF SHEET
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FLOOR AND
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ROOF PLAN
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L. SCHMITZ
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B. WENTZ
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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ROOF PLAN
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FLOOR PLAN
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SCALE
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SCALE
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SCALE OF FEET
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SCALE
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- RECOMMENDATIONS KEY -
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REPLACE WASH SURFACES ON LEDGES. REPOINT STONE.
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REPOINT STONE.
AutoCAD SHX Text REPOINT BRICK & STONE PARAPET WALLS, TYPICAL FOR ALL FACES. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
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INSTALL WASH CAP AND NEW STONE COPING. SEE ARCHITECTURAL DRAWINGS.
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REPOINT ERODED MASONRY JOINTS.
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INSTALL MORTAR BETWEEN CROSS TIES AND MASONRY SURFACES, TYPICAL.
AutoCAD SHX Text BRING REPOINTING MORTAR CLOSER TO SURFACE OF STONES AT BOTTOM 24" OF WALL. USE TYPE N GROUND CONTACT MORTAR.
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AutoCAD SHX Text INSTALL TEMPORARY STEEL SHORING POSTS. PROVIDE A SOUNDS BASE FOR SUPPORT. SHIM TOP AS REQUIRED.
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GENERAL 1. These notes serve as the specifications for the work. These notes serve as the specifications for the work. 2. The applicable building code is 2015 IBC. The applicable building code is 2015 IBC. 3. Contractor is solely responsible for means and methods Contractor is solely responsible for means and methods and protecting adjacent structures during the course of the work. Do not damage or endanger the structural integrity of the Work or Existing Structure. 4. Contractor shall be responsible for the proper and safe Contractor shall be responsible for the proper and safe design of shoring systems for trenches and excavations. 5. Do not scale drawings. Do not scale drawings. 6. Sections and details shown, while drawn for specific Sections and details shown, while drawn for specific locations, are intended to establish the general types of details to be used throughout. 7. The Engineer's review of a submittal shall not relieve the The Engineer's review of a submittal shall not relieve the Contractor of their responsibility to follow the intent of the contract drawings. EXISTING BUILDING/STRUCTURE NOTES 1. Verify all existing dimensions and elevations before Verify all existing dimensions and elevations before beginning work or preparing shop drawings. 2. Utmost care shall be exercised at all times when working Utmost care shall be exercised at all times when working on existing structural members and masonry to avoid impairing the carrying capacity of the existing structure. A. Any damage resulting from the operations of the Any damage resulting from the operations of the Contractor shall be repaired as directed by the Owner's representative at no additional cost to the Owner. 3. Notify the Architect before cutting or removal of any part Notify the Architect before cutting or removal of any part of the existing structure not indicated to be modified or demolished. 4. Burning or welding in the building is strictly prohibited. Burning or welding in the building is strictly prohibited.
EXISTING BLAST PIPE
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TUYERE ARCH
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EXISTING PRESSURE TREATED WOOD SHORING TO REMAIN
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SHED BEYOND
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- LEGEND -
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BRICK TO REMAIN
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FLUE OUTLINE
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MISSING STEEL STRAP [NO WORK]
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OPENING IN STONE MASONRY [NO WORK]
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TIE RODS TO REMAIN
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STEEL PLATES TO REMAIN
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DESCRIPTION
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SYMBOL
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STEEL STRAPS TO REMAIN
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AREA OF DEEP MORTAR LOSS TO BE
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REPOINTED
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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NORTH AND
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SOUTH ELEVATION
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L. SCHMITZ
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B. WENTZ
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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NORTH ELEVATION
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SOUTH ELEVATION
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SCALE
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SCALE
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SCALE OF FEET
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AutoCAD SHX Text 1/4" = 1'-0"
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SCALE
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- RECOMMENDATIONS KEY -
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REPLACE WASH SURFACES ON LEDGES. REPOINT STONE.
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REPOINT STONE.
AutoCAD SHX Text REPOINT BRICK & STONE PARAPET WALLS, TYPICAL FOR ALL FACES. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
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INSTALL WASH CAP AND NEW STONE COPING. SEE ARCHITECTURAL DRAWINGS.
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REPOINT ERODED MASONRY JOINTS.
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INSTALL MORTAR BETWEEN CROSS TIES AND MASONRY SURFACES, TYPICAL.
AutoCAD SHX Text BRING REPOINTING MORTAR CLOSER TO SURFACE OF STONES AT BOTTOM 24" OF WALL. USE TYPE N GROUND CONTACT MORTAR.
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AutoCAD SHX Text INSTALL TEMPORARY STEEL SHORING POSTS. PROVIDE A SOUNDS BASE FOR SUPPORT. SHIM TOP AS REQUIRED.
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FORE HEARTH
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RACE WAY
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CAST HOUSE ROOF
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BRIDGE HOUSE ROOF
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MISSING STONE [NO WORK]
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ENTIRE WEST WALL
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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EAST AND
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WEST ELEVATION
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L. SCHMITZ
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B. WENTZ
AutoCAD SHX Text 05 29 2020
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HOPEWELL FURNACE NATIONAL HISTORIC SITE
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ELVERSON, PA
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HOFU109118
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EAST ELEVATION
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WEST ELEVATION
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SCALE
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SCALE
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SCALE OF FEET
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AutoCAD SHX Text 1/4" = 1'-0"
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SCALE
AutoCAD SHX Text A
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- LEGEND -
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BRICK TO REMAIN
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FLUE OUTLINE
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MISSING STEEL STRAP [NO WORK]
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OPENING IN STONE MASONRY [NO WORK]
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TIE RODS TO REMAIN
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STEEL PLATES TO REMAIN
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DESCRIPTION
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SYMBOL
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STEEL STRAPS TO REMAIN
AutoCAD SHX Text
AREA OF DEEP MORTAR LOSS TO BE
AutoCAD SHX Text
REPOINTED
AutoCAD SHX Text
- RECOMMENDATIONS KEY -
AutoCAD SHX Text
REPLACE WASH SURFACES ON LEDGES. REPOINT STONE.
AutoCAD SHX Text
REPOINT STONE.
AutoCAD SHX Text REPOINT BRICK & STONE PARAPET WALLS, TYPICAL FOR ALL FACES. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
AutoCAD SHX Text
INSTALL WASH CAP AND NEW STONE COPING. SEE ARCHITECTURAL DRAWINGS.
AutoCAD SHX Text
REPOINT ERODED MASONRY JOINTS.
AutoCAD SHX Text
INSTALL MORTAR BETWEEN CROSS TIES AND MASONRY SURFACES, TYPICAL.
AutoCAD SHX Text BRING REPOINTING MORTAR CLOSER TO SURFACE OF STONES AT BOTTOM 24" OF WALL. USE TYPE N GROUND CONTACT MORTAR.
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text INSTALL TEMPORARY STEEL SHORING POSTS. PROVIDE A SOUNDS BASE FOR SUPPORT. SHIM TOP AS REQUIRED.
| hofu Drawings_CD set arch 05 29 20 |
| Sheets and Views |
| hofu Drawings_cover-Layout1 |
| hofu Drawings_CD-SITE PLAN |
| hofu Drawings_CD-a1 - ROOF PLANS |
| hofu Drawings_CD-a2 - NORTH & SOUTH ELEVATION |
| hofu Drawings_CD-a3 - EAST & WEST ELEVATION |
| hofu Drawings_CD-a4 - CONSTRUCTION DETAILS |
| 2020-05-21 HOFU 100% CD Set |
| 2020-05-21 S1 |
| Sheets and Views |
| S1 - Plan |
| 2020-05-21 S2 |
| Sheets and Views |
| S2 - North & South Elevation |
| 2020-05-21 S3 |
| Sheets and Views |
| S3 - East & West Elevation |
File details come from the government source that posted it. Updated .