Drawings.pdf
PDF 9 MB Posted
- Attached to
- Log Cabin Rehabilitation Federal contract opportunity
- Solicitation number
- 140P6421R0027
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Corrected_Solicitation_-_140P6421R0027_0001.pdf | ||
| Sol_140P6421R0027_Amd_0001.pdf | ||
| Past_Performance_Questionnaire_-_Log_Cabin_Rehabilitation.docx | DOCX document | |
| Technical_Questionnaire_IW_Stevens_Log_Cabin_tlb.docx | DOCX document | |
| Bid_Schedule_-_Log_Cabin_Rehab.pdf | ||
| Technical_Questionnaire_-_Log_Cabin_Rehabilitation.pdf | ||
| Sol_140P6421R0027.pdf | ||
| Specifications.pdf | ||
| Bid_Schedule_-_Log_Cabin_Rehab.xlsx | XLSX spreadsheet | |
| Updated_-_COVID-19_Mask_Policy.pdf | ||
| Past_Performance_Questionnaire_-_Log_Cabin_Rehabilitation.pdf | ||
| Wage_Determination.pdf |
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VOYAGEURS NATIONAL PARK
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BASIC DATA:
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STATE
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NATIONAL PARK SERVICE
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INTERIOR REGIONS 3, 4, AND 5
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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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COVER
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IW STEVENS PINE COVE RESORT
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KOOCHICHING
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OF
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PKG.
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NO.
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DRAWING NO.
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CONSTRUCTION DRAWINGS
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QUALITY DESIGN CERTIFICATION
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OR
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OR
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REVISION
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PMIS - 236560
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REGIONAL MAP PROJECT LOCATION
AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\VOYA I W Stevens Cabin\Drawings\VOYA IW Stevens COVER.dwg
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MWR
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PROJECT AREA
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VOYAGEURS NATIONAL PARK
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I.W. STEVENS PINE COVE CABIN RESTORATION
AutoCAD SHX Text SHEEET SUBSHEET SHEET TITLE SUBSHEET SHEET TITLE SHEET TITLE SHEET TITLE 1 COVER COVER 2 A0-1 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS A0-1 GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS GENERAL NOTES - REPRESENTATIONAL PHOTOGRAPHS 3 A1-0 NORTH ELEVATION AND PORCH RESTORATIONS A1-0 NORTH ELEVATION AND PORCH RESTORATIONS NORTH ELEVATION AND PORCH RESTORATIONS 4 A2-0 WEST, EAST, SOUTH ELEVATIONS RESTORATIONS A2-0 WEST, EAST, SOUTH ELEVATIONS RESTORATIONS WEST, EAST, SOUTH ELEVATIONS RESTORATIONS 5 A3-0 INTERIOR CABIN RESTORATIONS - CHIMNEY DETAILS A3-0 INTERIOR CABIN RESTORATIONS - CHIMNEY DETAILS INTERIOR CABIN RESTORATIONS - CHIMNEY DETAILS 6 A4-0 CONSTRUCTION DETAILS A4-0 CONSTRUCTION DETAILS CONSTRUCTION DETAILS 7 A5-0 CONSTRUCTION DETAILS - WINDOW DETAILS A5-0 CONSTRUCTION DETAILS - WINDOW DETAILS CONSTRUCTION DETAILS - WINDOW DETAILS
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SHEET INDEX
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VICINITY
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MAP
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PARK
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MAP
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SCALE OF KILOMETERS
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SCALE OF MILES
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SCALE OF MILES
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NORTHERN
MINNESOTA
GENERAL NOTES:
1. ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THESE PLANS, REFERENCED STANDARDS AND SPECIFICATIONS, AND GENERAL CONDITIONS IN THE CONTRACT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINATION OF ALL FINAL QUANTITIES AND METHODS IN ORDER TO CONDUCT THE WORK PRIOR TO SUBMITTING THEIR BID.
3. PROVIDE ALL SUBCONTRACTORS WITH ALL THE NECESSARY CONSTRUCTION DOCUMENT SHEETS AND INFORMATION APPLICABLE TO THEIR AREA OF WORK AS WELL AS WORK
INFLUENCED BY OR INFLUENCES WORK BY OTHER TRADES. .
4. ENSURE 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, CONTRACTING OFFICER AND REPRESENTATIVE, PARK STAFF POINT OF CONTACT, AND FULLY ACKNOWLEDGE
PRIOR TO COMMENCING WORK ON SITE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL INSPECTION CRITERIA AND SCHEDULES.
6. THE CONTRACTOR SHALL NOT EXCAVATE, REMOVE OR OTHERWISE DISTURB ANY MATERIAL, STRUCTURE OR PART OF A STRUCTURE WHICH IS LOCATED OUTSIDE THE LINES OR
GRADES, ESTABLISHED FOR THIS PROJECT, EXCEPT WHERE SUCH EXCAVATIONS OR REMOVAL IS PROVIDED IN THE CONTRACT, PLANS, OR SPECIFICATIONS.
7. ALL PROPERTY DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING AT THE CONTRACTORS EXPENSE. PHOTO
DOCUMENT EXISTING CONDITIONS AND REVIEW WITH PARK CONTRACTING OFFICER REPRESENTATIVE (COR) TO AVOID MIS-IDENTIFICATION OF PRE-EXISTING DAMAGE AS
CONSTRUCTION ACTIVITY CAUSED.
8. ALL WORK AND ALL MATERIALS FURNISHED SHALL BE IN CONFORMITY WITH THE REQUIREMENTS, AND/OR TESTING REQUIREMENTS THAT ARE SPECIFIED IN THE CONTRACT
DOCUMENTS.
9. 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.
10. ALL WORK SHALL BE ACCOMPLISHED TO THE HIGHEST QUALITY CRAFTSMANSHIP INDUSTRY STANDARDS FOR EACH RESPECTIVE TRADE.
11. ALL WORK SHALL BE ACCOMPLISHED IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES AND REGULATIONS.
12. APPARENT ERRORS, DISCREPANCIES OR OMISSIONS ON THE DRAWINGS SHALL BE BROUGHT TO THE CONTRACTING OFFICER'S ATTENTION AS SOON AS THE DISCREPANCY OR
OMISSION IS FOUND. CONTRACTOR SHALL NOT PROCEED WITH WORK AT THE DISCREPANCY OR OMISSION PRIOR TO RECEIVING DIRECTION FROM THE COR.
13. IF DESIGN SPECIFICATION DISCREPANCIES ARE FOUND BETWEEN THESE PLANS AND ANY OTHER CONTRACT DOCUMENT, THE SPECIFICATIONS REQUIREMENT SHALL BE USED.
14. ALL COMMUNICATION REQUESTING CLARIFICATION, DIRECTION AND OR REQUEST FOR INFORMATION (RFI) SHALL BE IN WRITTEN FORM. SUBMIT ALL COMMUNICATION
REQUESTS TO COR AND ONLY WRITTEN RESPONSES FROM THE CO OR COR WILL BE CONSIDERED APPROVED/AUTHORIZED.
15. THE GOVERNMENT WILL NOT BE RESPONSIBLE TO PAY FOR ANY UN-APPROVED MATERIALS NOR MATERIALS NOT INCORPORATED INTO THE SCOPE OF THE PROJECT WORK.
16. AFTER COMPLETION OF CONSTRUCTION, PERFORM SITE CLEANUP OPERATION TO REMOVE ALL TRASH, DEBRIS, EXCESS MATERIALS AND EQUIPMENT. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO SHOW THE PROJECT SITE CLEAN FOR FINAL ACCEPTANCE.
17. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING AREAS DURING DEMOLITION AND CONSTRUCTION OF THE PROPOSED WORK.
VEHICLE AND EQUIPMENT REQUIREMENTS, LIMITATIONS, AND TRANSPORTATION TO PROJECT SITE:
1. ALL VEHICLES AND EQUIPMENT ACCESSING VOYAGEURS NATIONAL PARK GROUNDS SHALL BE IN PROPER WORKING ORDER WITH NO VISIBLE SIGN OF FUEL OR FLUID LEAK OR
INAPPROPRIATE DISCHARGE. THE COR AND PARK STAFF RESERVE THE RIGHT TO REFUSE ENTRY OR REQUIRE REMOVAL OF ANY VEHICLE OR EQUIPMENT DEMONSTRATING DISREPAIR OR
MALFUNCTION.
2. ALL VEHICLES AND EQUIPMENT SHALL BE OF A SIZE AND MANEUVERABILITY TO NAVIGATE THE EXISTING PARK ROADS AND PROJECT WORK AREAS WITH MINIMAL OVERRUN INTO
UNDISTURBED ADJACENT AREAS. ALL DAMAGE TO PAVEMENT, STRUCTURES, OR PARK LANDSCAPE SHALL BE REPAIRED, REPLACED, OR RESTORED TO EXISTING CONDITIONS OR BETTER AT
NO ADDITIONAL COST TO THE GOVERNMENT.
3. THE CONTRACTOR SHALL USE THE SMALLEST SIZED EQUIPMENT REASONABLE TO PERFORM THE WORK WITHIN THE PROJECT AREA. THE LANDSCAPE OF THE NATIONAL PARK IS CONSIDERED
AN ASSET OF THE PARK.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF ALL EXISTING AMENITIES WITHIN THE IMMEDIATE AREA OF ACTIVE EQUIPMENT USE (PLYWOOD OR SIMILAR) TO AVOID
MARRING OR OTHER IMPACT DAMAGES. THIS INCLUDES BUT IS NOT LIMITED TO TREES TO REMAIN, FENCES, STONE WALLS, DOCKS, STRUCTURES.
5. THE COR RESERVES THE RIGHT TO REQUIRE ADDITIONAL PROTECTION MEASURES BE PROVIDED AT NO ADDITIONAL COST TO THE GOVERNMENT IF CONSTRUCTION PRACTICES PROVE TO
PLACE THE LANDSCAPE AMENITIES AT RISK TO DAMAGE OR CONTRACTOR PROACTIVE PROTECTION EFFORTS PROVE TO BE INSUFFICIENT.
GENERAL DEMOLITION AND SITE PREPARATION:
1. DETERMINE THE EXTENT OF DEMOLITION REQUIRED IN ORDER TO PERFORM THE CONTRACT WORK FOR THIS PROJECT.
2. DO NOT BURN DEMOLISHED MATERIALS. REMOVE AND TRANSPORT DEBRIS IN A MANNER THAT WILL PREVENT SPILLAGE ON ADJACENT UNDISTURBED PARK AREAS, ROADS, AND PUBLIC RIGHT-OF-WAY OR PROPERTIES.
3. IDENTIFY WITH COR THE AVAILABLE OPEN SITE AREA AND CONSOLIDATE FIELD CARPENTRY SET UPS AND MATERIAL STORAGE TO MINIMIZE IMPACTS TO THE SURROUNDING
WOODLAND AND LAKE ECOLOGY.
SITE REPRESENTATIVE PHOTO GALLERY:
1. THE FOLLOWING PHOTOGRAPHS DEPICT EXISTING CONTEXT OF THE HISTORIC CABIN FOR CONTRACTOR REFERENCE ONLY AND DOES NOT FULLY PHOTO DOCUMENT THE ENTIRETY OF
THE STRUCTURE OR PROJECT AREA. BIDDING CONTRACTORS REMAIN RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE SITE TO THE EXTENT THEY DETERMINE IN ORDER TO
PREPARE THEIR BID. THE AWARDED CONTRACTOR SHALL REMAIN RESPONSIBLE FOR TAKING PRE-CONSTRUCTION PHOTOGRAPHS REQUIRED IN THE SPECIFICATIONS WITHIN THESE
DOCUMENTS. SEE APPENDIX IN SPECIFICATIONS FOR ADDITIONAL HISTORIC ARCHIVAL PHOTOGRAPHS.
NORTH ELEVATION IN CURRENT STATE CABIN INTERIOR CHIMNEY STRUCTURE IN CURRENT STATE
EXAMPLE FOOTING CONDITION (SOUTHEAST CORNER SHOWN) EAST ELEVATION BOARDED WINDOW
(TYPICAL CONDITION)
TYPICAL UPPER CORNER CONSTRUCTION (SOUTHWEST SHOWN)
PORCH SUBFLOOR AND LOG BEAMS PORCH EAST OPENING SILLS CHIMNEY - BRICK WITH CLAY FLUE
EXAMPLE CORNER DOVETAIL CRAFTSMANSHIP
TRANSPORTATION TO PROJECT SITE:
1. VOYAGEURS NATIONAL PARK WILL PROVIDE TRANSPORTATION BY WATERCRAFT BARGE OF THE CONTRACTOR'S EQUIPMENT AND CONSTRUCTION MATERIALS ONLY. THE CONTRACTOR
SHALL REMAIN RESPONSIBLE FOR TRANSPORTING ALL INDIVIDUALS (WORKERS, PROJECT SUPERINTENDENT, AND ANY CONTRACTOR IDENTIFIED PERSONS REQUIRING ACCESS) TO THE
PROJECT SITE THROUGHOUT THE CONTRACT.
2. THE CONTRACTOR SHALL COORDINATE ALL REQUESTED EQUIPMENT AND MATERIALS TRANSPORT WITH THE COR WITH 3 BUSINESS DAY ADVANCE NOTICE. SHORT NOTICE REQUESTS MAY
BE ACCOMMODATED AT THE DETERMINATION OF THE COR AND DOES NOT INTERFERE WITH PARK BARGE OPERATORS' WORK COMMITMENTS. SHORT NOTICE REQUESTS ARE NOT
GUARANTEED TO BE ACCOMMODATED.
3. THE BARGE AVAILABLE TO TRANSPORT EQUIPMENT AND MATERIALS HAS A DECK OF 35' IN LENGTH AND A MAXIMUM LOAD CAPACITY OF 14,000 LBS.
4. THE CONTRACTOR IS ALLOWED TO EMPLOY THE VOYAGEURS NATIONAL PARK COMMERCIAL SERVICES AS OPTION FOR WORKER TRANSPORT
(https://www.nps.gov/voya/getinvolved/commercial-services.htm) AT CONTRACTOR'S OPTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES IN WORKER/PERSON TRANSPORT.
5. WATER ACCESS LOCATIONS NEAREST THE PROJECT SITE ARE THE ASH RIVER VISITOR CENTER BOAT RAMP (5.19 MILES TO SITE) OR THE ASH RIVER DNR BOAT RAMP (4.81 MILES TO SITE).
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2/5/2016 10:47:13 AM
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DESIGNED:
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TECH. REVIEW:
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DATE:
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NO.
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AutoCAD SHX Text 4-28-2021
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TLB
AutoCAD SHX Text I.W. STEVENS PINE COVE CABIN RESTORATION VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA
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AutoCAD SHX Text 172 80070
AutoCAD SHX Text 23 65 60
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GENERAL NOTES
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REPRESENTATIONAL PHOTOS
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AutoCAD SHX Text STEPS AND LANDING SHOWN DASHED FOR CLARITY OF WORK REQUIRED FOR NORTH ELEVATION RESTORATION. SEE STEP ELEVATION THIS SEET
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SEE A2.0 WEST ELEVATION FOR REQUIRED ROOF AND CHIMNEY WORK
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SEE A2.0 EAST ELEVATION FOR REQUIRED ROOF
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SALVAGE AND REINSTALL METAL RIDGE CAP AND END CAP FINIALS.
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APPROXIMATE LOCATION OF INTERCEPTING LOG BEAM KEYED INTO TREATED ROUND
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(EAST)
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(WEST)
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4'-8" CLR
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3'-10 1/2" CLR
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4'-5" CLR
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3'-10 3/4" CLR
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4'-5" CLR
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3'-10 5/8" CLR
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2'-7 7/8" CLR
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3'-10 3/8" CLR
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6'-6 3/8" CLR
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(OPEN)
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CLR. OPENINGS NOTED ARE APPROX AND VARY TO SHIMMING WOOD FRAME
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2'-9 1/4" CLR
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(FACE SHINGLES)
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PAINT ROOF FASCIA - SEE SPECIFICATIONS
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EXISTING STRUCTURAL BEAM KEYED INTO NEW BOTTOM LOG
AutoCAD SHX Text PORCH EAST 68"x29 1/2"
AutoCAD SHX Text PORCH WEST 62 1/8"x29 1/8"
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(EAST)
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(WEST)
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2'-7 1/4" CLR
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6'-1 3/8" CLR
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(DOOR)
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SEE A2.0 WEST ELEVATION FOR REQUIRED ROOF AND CHIMNEY WORK
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SEE A2.0 EAST ELEVATION FOR REQUIRED ROOF
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(FACE SHINGLES)
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PAINT DOOR AND WINDOW TRIM - SEE SPECIFICATIONS
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PROTECT EXISTING CONCRETE PAD AND POST FOOTINGS
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AutoCAD SHX Text A4-0
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AutoCAD SHX Text REMOVE AND RECONSTRUCT PORCH STEPS WITH NEW WOOD MATERIAL - SEE DETAILS 2 AND 3 SHEET A4-0
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PROTECT EXISTING CONCRETE PAD AND POST FOOTINGS
AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\VOYA I W Stevens Cabin\Drawings\SHEETS\A1-0 NORTH AND PORCH ELEV.dwg
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2/5/2016 10:47:13 AM
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DESIGNED:
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TECH. REVIEW:
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DATE:
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TITLE OF SHEET
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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NO.
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PMIS
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OF
AutoCAD SHX Text Date
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AutoCAD SHX Text Sheet
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REVISION
AutoCAD SHX Text Initial
AutoCAD SHX Text 4-28-2021
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TLB
AutoCAD SHX Text I.W. STEVENS PINE COVE CABIN RESTORATION VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA
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AutoCAD SHX Text 172 80070
AutoCAD SHX Text 23 65 60
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NORTH ELEVATIONS PORCH PLAN
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PORCH NORTH ELEVATION
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AutoCAD SHX Text 3/8" = 1'-0"
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CABIN NORTH ELEVATION
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AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text REMOVE AND REPLACE MATERIAL REMOVE OR ALTER MATERIAL RESTORATION KEY NOTE IDENTIFICATION
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RESTORATION LEGEND:
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FRONT PORCH PLAN
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AutoCAD SHX Text 3/8" = 1'-0"
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PORCH STEPS ELVATION
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AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text REMOVE 7" ROUND TREATED PINE TIMBER AND HORIZONTAL LEG OF HISTORIC LOG SPLICE. PROVIDE AND INSTALL A NEW LOG MEMBER 10'-8" IN LENGTH. MATCH EXISTING DOVETAIL TO JOIN TO WEST ELEVATION. MATCH KEY NOTCH TO RECEIVE EXISTING STRUCTURAL LOG BEAM PROJECTING FROM CABIN. SPIKE FASTEN LOG TO UPPER LOG. JOIN NEW WOOD LOG TO HISTORIC LOG WITH AN 8" VERTICAL SPLICE. SEE DETAIL 4/A4-0. SHIFT EXISTING DRY LAID FOOTING STONES BEARING ON BASE STONE TO ALIGN CENTER AXIS OF FOOTING DIRECTLY UNDER SPLICE. REMOVE AND REPLACE DETERIORATED LOG. EXISTING LOG MEASURES APPROXIMATELY 7 1/2" DIAMETER (EAST) TAPERING TO 6 3/4" DIAMETER (WEST) ALONG A LENGTH OF 16'-2". MATCH EXISTING DOVETAIL TO FASTEN TO THE EAST CORNER JOINTING. SPIKE FASTEN LOG TO LOWER LOG. SEE DETAIL 4/A4-0 REMOVE AND REPLACE DETERIORATED LOG. EXISTING LOG MEASURES APPROXIMATELY 5" DIAMETER (EAST) TAPERING TO 6 1/2" DIAMETER (WEST) ALONG A LENGTH OF 16'-2". MATCH EXISTING DOVETAIL TO FASTEN TO THE EAST CORNER JOINTING. SPIKE FASTEN LOG TO LOWER LOG. SEE DETAIL 4/A4-0. REMOVE AND SALVAGE EXISTING WOOD 1X AND SHIMS SCREEN FRAMING. EVALUATE CONDITION OF WOOD MEMBERS AND RE-INSTALL TO THE GREATEST EXTENT TO MAINTAIN THE HISTORIC MATERIAL. ASSUME A REQUIRED 50% OF WOOD MEMBERS TO BE REPLACED WITH NEW. ALL NEW 1X AND SHIM WOOD MATERIAL SHALL BE WESTERN RED, NORTHERN WHITE, OR EASTERN RED CEDAR. CONTRACTOR TO SELECT A SINGLE SPECIES TO COMPLETE THE ENTIRE WORK. REMOVE AND REPLACE DETERIORATED LOG. EXISTING LOG MEASURES APPROXIMATELY 8 1/2" DIAMETER (EAST) TO 6 1/2" DIAMETER (WEST) ACROSS 23'-0" APPROXIMATE LENGTH. MATCH EXISTING DOVETAILS TO FASTEN TO OUTSIDE CORNERS. SEE DETAIL 4/A4-0. REPAIR EXISTING LOG IN PLACE. APPLY LIQUID WOOD EPOXY FILLER, HARDENER, AND CLEANING SOLVENT WITH DRY PIGMENT ADDITIVE FOR CHECKING AND VOIDS. PRODUCT SALIENT QUALITIES SHALL MATCH OR EXCEED ABATRON WOOD RESTORATION PRODUCT (www.abatron.com). APPLY WOOD RESTORATION PRODUCT PER ALL MANUFACTURER'S SPECIFICATIONS. SAND FINISH EPOXY TO MATCH NATURAL FORM OF WOOD WITHOUT IMPACT TO LOG MEMBER. REMOVE AND REPLACE 1X4 NOMINAL TONGUE AND GROVE (T&G) PORCH FLOOR AND (24) 1X12 SUBFLOOR PLANKS. INSTALL NEW 1X12 DOUGLAS FIR SUBFLOOR PLANKING AND 1X4 T&G CEDAR PORCH FLOORING. MATCH BEVEL FINISH WHERE ABUTTING LOG WALLS SEE DETAIL 5 ON SHEET A4-0. FABRICATE AND INSTALL NEW WINDOW UNIT. SEE WINDOW DETAILS SHEET A5-0. PROTECT EXISTING WOOD TRIM AND ROUGH OPENING FRAMING. SEE PAINTING REQUIREMENTS IN OVERALL CABIN RESTORATION NOTES. REMOVE AND RECONSTRUCT EXISTING STEPS AND LANDING. PRESERVE AND RECONSTRUCT TO BEAR ON EXISTING CONCRETE POST FOOTINGS AND PAD. SEE DETAILS 2 AND 3 SHEET A4-0. INSTALL NEW GALVANIZED DRIP EDGE FLASHING ALONG LEADING EDGE OF EAVE. SEE SPECIFICATIONS AND SHEET A2-0 FOR ROOFING WORK TO PERFORM UNDER THIS CONTRACT.
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RESTORATION KEY NOTES:
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KEY NOTE PHOTOS:
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REMOVE TREATED TIMBER ROUND - REPLACE WITH NEW LOG
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CONSTRUCT 8" VERTICAL SPLICE TO JOIN NEW AND EXISTING LOGS. SEE DTL. 4/A4-0
AutoCAD SHX Text SHIFT DRY STACK FOOTING AS NECESSARY TO ALIGN BEARING UNDER SPLICE. APPLY CONCEALED LEAD FLASHING ON TOP OF STONE.
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NORTH ELEVATION BOTTOM LOG
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PORCH SUBFLOOR AND BEAM BEARING
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PORCH 1X4 T&G FLOORING
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1X4 T&G PORCH FLOORING AT 2X CABIN DOOR THRESHOLD
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PORCH OPENINGS FRAMING AND SHIMS
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PORCH LANDING SUBSTRUCTURE
AutoCAD SHX Text THE FOLLOWING NOTES PERTAIN TO THE ENTIRETY OF THE CABIN RESTORATION AND APPLY TO ALL SHEETS IN THESE CONSTRUCTION DOCUMENTS.
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OVERALL CABIN RESTORATION NOTES:
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1. SPECIFIC ITEMS TO BE RESTORED ARE AS INDICATED IN THESE CONSTRUCTION DOCUMENTS. ALL OTHER PORTIONS OF THE CABIN THAT IS NOT SPECIFICALLY NOTED FOR REPAIR OR REPLACEMENT SHALL BE CONSIDERED TO RECEIVE PROTECTION AND REMAIN A PART OF THE STRUCTURE. 2. AS REMOVALS TAKE PLACE AND UNDISCLOSED DETERIORATION IS DISCOVERED, THE CONTRACTOR SHALL PHOTO DOCUMENT AND CONTACT THE COR PRIOR TO PROCEEDING FOR A DETERMINATION OF HOW TO PROCEED. ANY ADDITIONAL REPLACEMENTS OR REPAIRS DISCOVERED SHALL BE DETERMINED BY THE CO WHETHER TO PROCEED AND MODIFY THE CONTRACT. ANY ADDITIONAL REMOVALS OR REPAIRS THAT ARE NOT IMMEDIATELY REQUIRED FOR EMERGENCY OR SAFETY REASONS BY THE CONTRACTOR WITHOUT CO APPROVAL AND DIRECTION TO PROCEED ARE NOT SUBJECT TO COMPENSATION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS FOR TEMPORARY BRACING, LIFTING OR TEMPORARILY REMOVING CABIN COMPONENTS TO BE REINSTALLED IN ORDER TO PERFORM THE WORK. 4. DO NOT SCALE THESE DRAWINGS. WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE. NOTIFY COR FOR DECISION ON ANY DISCREPANCIES IN NOTED DIMENSIONS AND EXISTING CONDITIONS THAT CONFLICTS WITH COMPLETING THE WORK IN THESE CONSTRUCTION DOCUMENTS. 5. CONTRACTOR SHALL EXPECT TO ENCOUNTER EXISTING STEEL LOG SPIKE FASTENERS WHERE EXISTING PORTIONS OF LOG REQUIRE REMOVAL. THE CONTRACTOR SHALL EXPLORE THE SEEM BETWEEN ADJACENT LOGS WHERE NEW LOG SPLICE IS TO BE INSTALLED AHEAD OF PROCEEDING WITH REMOVALS TO IDENTIFY FASTENER CUTTING THAT WILL BE REQUIRED TO CLEANLY REMOVE LOG PORTIONS. 6. LOG STACK IN PROXIMITY TO WINDOW OPENINGS CONTAIN WOOD DOWELS JOINING MULTIPLE LOGS. CONTRACTOR TO EXPLORE SEAM FOR ANY EXISTING DOWELS THAT REQUIRE CUTTING TO CLEANLY REMOVE LOG PORTIONS. WOOD DOWELS ARE NOT EXPECTED IN OTHER LOCATIONS OF THE CABIN LOG STACKS; HOWEVER, FIELD VERIFY ANY FASTENING OF LOGS PRIOR TO ATTEMPTING REMOVALS.
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AutoCAD SHX Text THE FOLLOWING NOTES PERTAIN TO THE ENTIRETY OF THE CABIN RESTORATION AND APPLY TO ALL SHEETS IN THESE CONSTRUCTION DOCUMENTS.
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MATERIALS NOTES:
1. WOOD SPECIES: UNLESS NOTED OTHERWISE OR APPROVED FOR USE BY THE CO, THE FOLLOWING SPECIES ARE TO BE INCORPORATED INTO THE PROJECT: A. REPLACEMENT LOGS: UNTREATED SPRUCE FULL LOG MEMBERS OF DIAMETERS AND UNTREATED SPRUCE FULL LOG MEMBERS OF DIAMETERS AND LENGTHS MATCHING EACH RESPECTIVE REMOVED LOG. B. EXTERIOR STEPS AND LANDING: FULL ROUGH SAWN 2X YELLOW PINE, KILN DRIED : FULL ROUGH SAWN 2X YELLOW PINE, KILN DRIED C. PORCH FINISH T&G FLOORING: 1X4 T&G DOUGLAS FIR AND 1X12 PINE 1X4 T&G DOUGLAS FIR AND 1X12 PINE SUBFLOORING. APPLY PRESERVATIVE FROM NOTE BELOW TO SUBFLOOR PINE. D. SUBFLOORING AND ROOF SHEATHING: 1X12 T&G YELLOW PINE 1X12 T&G YELLOW PINE E. EXTERIOR TRIM AND SHIMS: CEDAR OR DOUGLAS FIR CEDAR OR DOUGLAS FIR 2. ROOFING: A. ASPHALT SHINGLES: 25 YR SHINGLE, 3-TAB, RED COLOR MATCHING EXISTING ROOF 25 YR SHINGLE, 3-TAB, RED COLOR MATCHING EXISTING ROOF SHINGLES, 5" OVERLAP - SEE SPECIFICATIONS. B. ROOF UNDERLAYMENT: SYNTHETIC ROOF UNDERLAYMENT - SEE SPECIFICATIONS SYNTHETIC ROOF UNDERLAYMENT - SEE SPECIFICATIONS C. ROOF DRIP EDGE FLASHING: 28 GAGUE GALVANIZED STEEL 28 GAGUE GALVANIZED STEEL 3. FASTENERS: A. LOG FASTENERS: CONCEAL ALL SCREW FASTENERS FROM VIEW. SCREW FASTENERS CONCEAL ALL SCREW FASTENERS FROM VIEW. SCREW FASTENERS MINIMUM 3/16" CERAMIC COATED WITH LENGTH TO PENETRATE INTO 1/3 DIAMETER OF THE ADJOINING LOG OR BETTER. LOG SPIKE FASTENERS TO BE .374 GAGUE PLAIN OR RING SHANK HOT DIPPED GALVANIZED OR BETTER. B. EXPOSED NAIL FASTENERS: ALL TRIM, THRESHOLD, OR OTHER VISIBLE FASTENERS, ALL TRIM, THRESHOLD, OR OTHER VISIBLE FASTENERS, UNLESS OTHERWISE NOTED, SHALL BE HOT DIPPED GALVANIZED AND OF A PENNY SIZE EQUIVALENT TO THE NAIL FASTENERS REMOVED. ALL VISIBLE NAILS/NAILHEADS SHALL BE HAND HAMMERED IN PLACE. NO PNEUMATIC GUN SHOT NAILS ALLOWED UNLESS NOTED OTHERWISE. 4. COATINGS AND SEALANTS: A. NEW LOG REPLACEMENTS: BORON SODIUM OXIDE BASED COMMERCIALLY AVAILABLE BORON SODIUM OXIDE BASED COMMERCIALLY AVAILABLE WOOD PRESERVATIVE SPECIFICALLY MANUFACTURED FOR USE IN EXTERIOR WOOD APPLICATIONS. FIELD APPLY TO ALL NEW LOG MEMBERS AND PORCH SUBFLOOR. B. INTERIOR WOOD FLOOR: COMMERCIALLY AVAILABLE HEAVY DUTY POLYURETHANE COMMERCIALLY AVAILABLE HEAVY DUTY POLYURETHANE WOOD FLOOR FINISH, MATTE SHEEN. SEE SPECIFICATIONS. C. EXTERIOR PAINT: SEE SPECIFICATIONS. ALL EXISTING PAINTED SURFACES SHALL SEE SPECIFICATIONS. ALL EXISTING PAINTED SURFACES SHALL RECEIVE PAINTING APPLICATION (ROOF FASCIA, WINDOW AND DOOR TRIM, RAFTER TAILS, DOOR). 5. LOG DAUBING: ALL NEW LOGS INSTALLED ON THE CABIN STRUCTURE SHALL RECEIVE LOG DAUBING: ALL NEW LOGS INSTALLED ON THE CABIN STRUCTURE SHALL RECEIVE : ALL NEW LOGS INSTALLED ON THE CABIN STRUCTURE SHALL RECEIVE BROWN OILED OAKUM WORKED INTO THE VOID WEDGE SPACE BETWEEN LOGS. PROVIDE A CONTINUOUS STRAND THE FULL LENGTH OF LOG WITH NO GAPS. 6. FLASHING AT STONE FOUNDATION PIERS: DURING ELEVATING CABIN FOR REQUIRED LOG FLASHING AT STONE FOUNDATION PIERS: DURING ELEVATING CABIN FOR REQUIRED LOG DURING ELEVATING CABIN FOR REQUIRED LOG REPLACEMENT, PROVIDE A MINIMUM OF 2-PLY (FOLD) 2 1/2 LB. LEAD SHEET FLASHING AS IMPROVED MOISTURE SEPARATION BETWEEN LOG AND STONE. FULLY CONCEAL FLASHING FROM VIEW WHEN LOG RETURNS TO BEARING. APPLY TO ALL EXPOSED STONE TOPS ACCESSIBLE BY LOG REPLACEMENT LIFTING OF THE CABIN. STONE PIERS NOT ACCESSIBLE MAY BE EXCLUDED RATHER THAN CONDUCTING CABIN LIFTING BEYOND WHAT IS REQUIRED TO REPLACE LOGS.
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AutoCAD SHX Text WEST ELEV NORTH 68 1/4"x 29 1/4"
AutoCAD SHX Text REMOVE AND RECONSTRUCT PORCH STEPS WITH NEW WOOD MATERIAL - SEE DETAILS SHEET XX-X
AutoCAD SHX Text WEST ELEV SOUTH 40 1/2"x 35 7/8"
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4'-10 1/2" CLR
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4'-8" CLR
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CLR. OPENINGS NOTED ARE APPROX AND VARY TO SHIMMING WOOD FRAME
AutoCAD SHX Text LOG BEAM BENEATH CABIN INTERSECTING BOTTOM LOG AT EXISTING BEARING LOCATION. MATCH KEYING INTO NEW LOG
AutoCAD SHX Text CONSTRUCT NEW DRY STACK STONE PIER FOUNDATION. CENTER UNDER BEARING AXIS OF NEW SPLICE. PROVIDE STONE OF WIDTHS TO RECEIVE ENTIRE SPLICE SEAMS. PROVIDE CONCEALED LED FLASHING PER MATERIAL NOTES SHEET A1-0.
AutoCAD SHX Text CONTRACTOR MAY UTILIZE EXISTING STONE MATERIAL NO LONGER PROVIDING BEARING FOR THE CABIN STRUCTURE TO CONSTRUCT NEW SPLICE FOUNDATION. VERIFY AND RECEIVE COR APPROVAL FOR USE OF SPECIFIC STONES PROPOSED FOR USE IN NEW FOUNDATION
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PAINT WINDOW TRIM - SEE SPECIFICATIONS
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PAINT ENDS OF RAFTER TAILS, TYP.
AutoCAD SHX Text EAST ELEV SOUTH 40 1/2"x 35 5/8"
AutoCAD SHX Text EAST ELEV NORTH 68 1/4"x 29 3/8"
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4'-10" CLR
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4'-8" CLR
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PAINT WINDOW TRIM - SEE SPECIFICATIONS
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PAINT ENDS OF RAFTER TAILS, TYP.
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SEE A2.0 WEST ELEVATION FOR REQUIRED ROOF AND CHIMNEY WORK
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SALVAGE AND REINSTALL METAL RIDGE END CAP
AutoCAD SHX Text SOUTH ELEV WEST 40 3/8"x 35 7/8"
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(FACE SHINGLES ABOVE LOGS)
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APPROXIMATE ROOF PITCH
AutoCAD SHX Text SOUTH ELEV EAST 40 3/8"x 35 7/8"
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PAINT ROOF FASCIA - SEE SPECIFICATIONS
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PAINT WINDOW TRIM - SEE SPECIFICATIONS
AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\VOYA I W Stevens Cabin\Drawings\SHEETS\A2-0 WEST AND EAST ELEV.dwg
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2/5/2016 10:47:13 AM
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DESIGNED:
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TECH. REVIEW:
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DATE:
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TITLE OF SHEET
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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NO.
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PMIS
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OF
AutoCAD SHX Text Date
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AutoCAD SHX Text Sheet
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REVISION
AutoCAD SHX Text Initial
AutoCAD SHX Text 4-28-2021
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TLB
AutoCAD SHX Text I.W. STEVENS PINE COVE CABIN RESTORATION VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA
AutoCAD SHX Text
AutoCAD SHX Text 172 80070
AutoCAD SHX Text 23 65 60
AutoCAD SHX Text A2-0
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WEST ELEVATION EAST ELEVATION SOUTH ELEVATION
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WEST ELEVATION
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AutoCAD SHX Text A2.0
AutoCAD SHX Text 3/8" = 1'-0"
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EAST ELEVATION
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AutoCAD SHX Text A2.0
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text REMOVE AND REPLACE MATERIAL REMOVE OR ALTER MATERIAL RESTORATION KEY NOTE IDENTIFICATION
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RESTORATION LEGEND:
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SOUTH ELEVATION
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AutoCAD SHX Text A2.0
AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text REMOVE AND SALVAGE EXISTING WOOD 1X AND SHIMS SCREEN FRAMING. EVALUATE CONDITION OF WOOD MEMBERS AND RE-INSTALL TO THE GREATEST EXTENT TO MAINTAIN THE HISTORIC MATERIAL. ASSUME A REQUIRED 50% OF WOOD MEMBERS TO BE REPLACED WITH NEW. ALL NEW 1X AND SHIM WOOD MATERIAL SHALL BE WESTERN RED, NORTHERN WHITE, OR EASTERN RED CEDAR. CONTRACTOR TO SELECT A SINGLE SPECIES TO COMPLETE THE ENTIRE WORK. FABRICATE AND INSTALL NEW WINDOW UNIT. SEE WINDOW DETAILS SHEET A5-0. SALVAGE EXISTING WOOD TRIM AND ROUGH OPENING FRAMING. SEE PAINTING REQUIREMENTS IN OVERALL CABIN RESTORATION NOTES. REMOVE AND RECONSTRUCT EXISTING STEPS AND LANDING. PRESERVE AND RECONSTRUCT TO BEAR ON EXISTING CONCRETE POST FOOTINGS AND PAD. SEE DETAILS 2 AND 3/A4-0. INSTALL NEW GALVANIZED DRIP EDGE FLASHING ALONG LEADING EDGE OF EAVE. SEE SPECIFICATIONS AND DETAIL 1/A4-0 FOR ROOFING WORK TO PERFORM UNDER THIS CONTRACT. REMOVE AND REPLACE DETERIORATED LOG. EXISTING LOG MEASURES APPROXIMATELY 10 1/2" DIAMETER (SOUTH) TAPERING TO 8" DIAMETER (NORTH) ALONG A LENGTH OF 16'-8". MATCH EXISTING DOVETAIL TO FASTEN TO THE SOUTHWEST CORNER JOINTING. SPIKE FASTEN LOG TO UPPER LOG. JOIN NEW WOOD LOG TO HISTORIC LOG WITH AN 8" VERTICAL SPLICE. SEE DETAIL 4/A0-4. CONSTRUCT NEW DRY LAID FOOTING STONES TO ALIGN CENTER AXIS OF FOOTING DIRECTLY UNDER SPLICE. PROVIDE STONE OF SIZE TO SPAN THE ENTIRE SPLICE AND SEAMS. REMOVE AND REPLACE DETERIORATED LOG. EXISTING LOG MEASURES APPROXIMATELY 4 1/2" DIAMETER (SOUTH) TAPERING TO 5 1/2" DIAMETER (NORTH) ALONG A LENGTH OF 6'-8". MATCH EXISTING DOVETAIL TO FASTEN TO THE SOUTHWEST CORNER JOINTING. SPIKE FASTEN LOG TO UPPER LOG. JOIN NEW WOOD LOG TO HISTORIC LOG WITH AN 8" VERTICAL SPLICE. SEE DETAIL 4/A4-0. REMOVE AND REPLACE THE BOTTOM (EAVE) 1X12 SHEATHING PLANK WHILE PRESERVING THE EXISTING RAFTER TAILS. PROVIDE NEW GALVANIZED DRIP EDGE FLASHING CONTINUOUS ALONG LEADING EDGE OF EAVE. SEE DETAIL 1/A4-0. REMOVE AND REPLACE ENTIRE ROOF SHINGLES. PROTECT EXISTING WOOD SHEATHING. INCORPORATE SYNTHETIC ROOFING PAPER CONCEALED BENEATH SHINGLES. SEE SPECIFICATIONS AND DETAIL 1/A4-0. RESTORE EXISTING BRICK CHIMNEY WITH CLAY TILE AND METAL FLUE. SEE DETAILS SHEET 2/A3-0.
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RESTORATION KEY NOTES:
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SEE SHEET A1-0 FOR WORK ON PORCH, LANDING, AND STEPS UNDER THIS CONTRACT
AutoCAD SHX Text WINDOW WEST ELEV NORTH 86 3/8"x 29 1/4"
AutoCAD SHX Text WINDOW WEST ELEV SOUTH 40 1/2"x 35 7/8"
AutoCAD SHX Text WINDOW EAST ELEV SOUTH 40 1/2"x 35 5/8"
AutoCAD SHX Text WINDOW EAST ELEV NORTH 68 1/4"x 29 3/8"
AutoCAD SHX Text WINDOW SOUTH ELEV EAST 40 3/8"x 35 7/8"
AutoCAD SHX Text WINDOW SOUTH ELEV WEST 40 3/8"x 35 7/8"
AutoCAD SHX Text WINDOW PORCH EAST 68"x29 1/2"
AutoCAD SHX Text WINDOW PORCH WEST 62 1/8"x29 1/8"
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3/4" PLYWOOD SHEATHING CONTINUOUS FLOOR TO ROOF SHEATHING -4 SIDES OF SHAFT
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DLB. 2X4 POSTS. SISTER MEMBERS TOGETHER WITH 12" NAILING PATTERN MIN.
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EXISTING LOG FLOOR BEAM, SUBFLOOR AND FINISH FLOOR PLANKING
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WOOD SILL PLATE
AutoCAD SHX Text DBL. 2X4 ANGLED BLOCKING BETWEEN WOOD COLUMNS. TOE NAIL TO 2X4 POSTS. MIN. 2 PER EACH OF 4 SIDES OF NEW CHIMNEY SUPPORT COLUMN
AutoCAD SHX Text DBL. 2X6 BEAM OF ACQ TREATED PINE TO BEAR CHIMNEY BRICK. SET ATOP DBL. 2X4 POST AND ANCHOR WITH 3"x3"x7GA. ANGLE
AutoCAD SHX Text 2x6 ALIGNING UNDER AND BEARING CLAY TILE FLUME - 4 SIDES. TOE NAIL TO DBL 2X6 BEAMS
AutoCAD SHX Text CONSTRUCT 2X4 CRICKET AT CHIMNEY. BUILD TO MINIMUM HEIGHT PROFILE (6" +/-) TO REMAIN UNSEEN FROM ANY VANTAGE POINT ON THE GROUND. COVER WITH SHEATHING, SYNTHETIC ROOF PAPER AND SHINGLE
AutoCAD SHX Text PROVIDE AND ADHERE 1/8" STAINLESS STEEL PLATE TO COVER CLAY TILE FLUE OPENING. FIELD MEASURE AND HOLD LIMITS OF PLATE AWAY FROM OUTER EDGE OF FLUE FOR VISUAL CONCEALMENT FROM THE GROUND.
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HAND FORMED MORTARED CAP OVER BRICK TO FLUE. SLOPE TO DRAIN AWAY
AutoCAD SHX Text RETAIN EXG. CLAY TILE FLUE. FIELD VERIFY SIZE AND EXTENTS. PROVIDE FRAMING BEARING INSIDE CONSTRUCTED COLUMN
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AutoCAD SHX Text RECONSTRUCT CHIMNEY WITH NEW BRICK TO CLOSELY MATCH EXISTING COLORING AND TEXTURE. SEE REFERENCE PHOTO (SHT. A0-1) OF EXISTING 4-COURSE RED AND ORANGE/YELLOW TO ROOF. SUBMIT PROPOSED MANUFACTURER AND SAMPLE BOARDS TO COR FOR FINAL SELECTION. PROVIDE GALV. MASONRY TIES EVERY 12"
AutoCAD SHX Text PROVIDE 26 GAUGE STEEL GALVANIZED CHIMNEY APRON AND STEP FLASHING CONTINUOUS AROUND CHIMNEY AT ROOF. TUCK 6" MIN. UNDER SHINGLES AND EXTEND 2 BRICK COURSES UP FACE. BEND AND EMBED FLASHING INTO MORTAR JOINTS 1".
AutoCAD SHX Text 3"x3"x7 GAUGE GALVANIZED ANGLES. LAG ANCHOR TO SILL PLATE AND 2X4 POSTS. (2 EA. TYP. EACH POST CONDITION)
AutoCAD SHX Text DBL. 2X4 POST CONTINUOUS FLOOR TO BRICK BEARING. 'SISTER' TOGETHER WITH 12" SPACED NAILING PATTERN MIN.
AutoCAD SHX Text DBL. 2X6 ACQ TREATED PINE BEAM TO BEAR CHIMNEY BRICK. BEAR 2X6'S ON 2X4 COLUMN AND FASTEN BEAM TO POST WITH GALV. STL. ANGLE
AutoCAD SHX Text 2x6 ACQ TREATED PINE ALIGNING UNDER AND BEARING CLAY TILE FLUME - 4 SIDES. TOE NAIL TO DBL 2X6 BEAMS
AutoCAD SHX Text EXPECTED LOCATION AND ROOF PENETRATION OF CLAY TILE FLUE - F.V. AND ADJUST 2X6 TO BEAR FLUE TO REFLECT DISCOVERED CONDITIONS
AutoCAD SHX Text 3/4" PLYWOOD, 4 SIDES SHEATHING CONTINUOUS FLOOR TO ROOF SHEATHING- OFFSET SEAMS FROM ADJACENT FACES.
AutoCAD SHX Text 3"x3"x7 GAUGE GALVANIZED ANGLES. LAG ANCHOR TO SILL PLATE AND 2X4 POSTS. (2 EA. TYP. EACH POST CONDITION)
AutoCAD SHX Text 2X4 SILL PLATE - LAG ANCHOR TO FLOOR AND SUBFLOOR W/ 1/4" X 2 1/2" GALV. WOOD LAGS
AutoCAD SHX Text DBL. 2X4 POST CONTINUOUS FLOOR TO BRICK BEARING. 'SISTER' TOGETHER WITH 12" SPACED NAILING PATTERN MIN.
AutoCAD SHX Text C:\Users\tbentley\OneDrive - DOI\1-NPS\0001-Projects\VOYA I W Stevens Cabin\Drawings\SHEETS\A3-0 PLAN AND DEAILS.dwg
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2/5/2016 10:47:13 AM
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DESIGNED:
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TECH. REVIEW:
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DATE:
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TITLE OF SHEET
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SUB SHEET NO.
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DRAWING NO.
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SHEET
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NO.
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PMIS
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OF
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REVISION
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AutoCAD SHX Text 4-28-2021
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TLB
AutoCAD SHX Text I.W. STEVENS PINE COVE CABIN RESTORATION VOYAGEURS NATIONAL PARK INTERNATIONAL FALLS, MINNESOTA
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AutoCAD SHX Text 172 80070
AutoCAD SHX Text 23 65 60
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INTERIOR CABIN RESTORATIONS CHIMNEY DETAILS
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FLOOR PLAN
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AutoCAD SHX Text 3/8" = 1'-0"
AutoCAD SHX Text REMOVE AND REPLACE MATERIAL REMOVE OR ALTER MATERIAL RESTORATION KEY NOTE IDENTIFICATION
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RESTORATION LEGEND:
AutoCAD SHX Text FABRICATE AND INSTALL NEW WINDOW UNIT. SEE WINDOW DETAILS SHEET A5-0. SALVAGE EXISTING WOOD TRIM AND ROUGH OPENING FRAMING. SEE PAINTING REQUIREMENTS IN OVERALL CABIN RESTORATION NOTES. REMOVE AND REPLACE 1X4 T&G FLOORING AND 1X12 SUBFLOOR WHICH IS CURRENTLY IN A DETERIORATED CONDITION. AREA TO BE REMOVED AND REPLACED AS MEASURED ON THE DRAWING. TEMPORARILY BRACE AND SUPPORT CHIMNEY AND REMOVE/REPLACE WOOD STRUCTURAL FRAMING. RECONSTRUCT TO STABILIZE AND BEAR CHIMNEY PER DETAILS 2-4 THIS SHEET. REMOVE AND LAWFULLY DISPOSE OF EXISTING WOOD BUILT IN COUNTER AND CABINETRY, INTERIOR WALL FRAMING, AND FIBER BOARD SHEETING. RETAIN USE OF EXISTING DOOR, KNOB, AND HINGES. PULL DOOR AND PLANE EDGE FACES AS NECESSARY TO PROVIDE A FUNCTIONAL CLOSING. SAND AND REPAINT DOOR PER PAINTING SPECIFICATIONS. REMOVE AND REPLACE 7 1/4" X 2" X 32" AND QUARTER ROUND WOOD THRESHOLD MEMBERS. MATCH EXISTING PROFILE TO FIT EXISTING DOOR FRAME. CONSTRUCT NEW 2X4 WALL FRAMING TO REPLICATE THE ALIGNMENT OF THE PREVIOUS EAST/WEST RUNNING WALL EVIDENT IN FLOORING DISCOLORATION. PROVIDE NEW 5" DIA. SPRUCE LOG TO PROJECT FROM MAIN LOG BEAMS DOWN TO BEAR ON NEW 2X4 WALL. TIE NEW FRAMING TO NEW CHIMNEY SUPPORT COLUMN SHAFT. NAIL FASTEN TO EXISTING FLOOR AND EAST INTERIOR LOG WALL. SEE DETAIL 6/A4-0
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RESTORATION KEY NOTES:
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CABIN SOUTHWEST DETERIORATED FLOORING
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DOOR THRESHOLD
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INTERIOR CHIMNEY AND WALL FRAMING
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KEY NOTE PHOTOS:
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CHIMNEY STABILIZING FRAMING
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NO SCALE
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CHIMNEY STABILIZING FRAMING - CROSS SECTION @ TOP
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NO SCALE
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CHIMNEY STABILIZING FRAMING - CROSS SECTION @ TOP
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NO SCALE
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CHIMNEY RESTORATION NOTES:
1. BRICK SHALL MATCH COLOR AND TEXTURE OF THE HISTORIC BRICK TO GREATEST EXTENT POSSIBLE. SUBMIT SAMPLE BOARDS OF A MINIMUM OF 3 ALTERNATIVE PRODUCTS BASED ON REPRESENTATIONAL PHOTOS AND CONTRACTOR FIRST HAND DETERMINATION FOR COR APPROVAL OF PRODUCT TO USE. 2. MORTAR SHALL BE PORTLAND CEMENT AND SAND BASED MEETING ASTM C150/C150M, TYPE I OR II AND SAND MEETING ASTM C144. PROVIDE SAND COLOR AS WELL AS ANY NECESSARY ADDED PIGMENTS (TO ASTM C979/C979M) TO MATCH COLOR OF EXISTING MORTAR TO GREATEST EXTENT POSSIBLE. DO NOT USE ADMIXTURES IN MORTAR MIX UNLESS APPROVED BY COR. 3. FLASHING SHALL BE 26 GAUGE STEEL GALVANIZED FOR USE IN CHIMNEY APPLICATIONS. 4. PROTECT EXISTING CLAY TILE FLUE. CONSTRUCT CHIMNEY TO REPLICATE EXISTING, MATCHING JOINT THICKNESS, BRICK PATTERN AND LAYOUT, AND HAND FORMED MORTARED CAP.
PREP RAFTER TAILS TO RECEIVE NEW PAINT. REVIEW WITH COR ENDS WHICH REQUIRE INJECTOR OR BRUSH APPLIED WOOD HARDENER PRIOR TO PAINTING PER SPECIFICATION SECTION 09 91 13. COLOR: MATCH EXISTING RED.
AutoCAD SHX Text PROVIDE AND INSTALL 30 GA. GALVANIZED DRIP EDGE FLASHING CONTINUOUS ALONG ALL EAVES (SHOWN HERE) AND ALONG GABLED ENDS - ALL TRANSITIONS FROM ROOFING TO FASCIA AND TRIM. FLASHING SIZE 1 1/4" X 1 1/2" WITH KICKED BOTTOM. FASTEN WITH GALVANIZED ROOFING NAILS - NAIL POINTS SHALL NOT PENETRATE THROUGH BOTTOM EXPOSED FACE OF SHEATHING.
AutoCAD SHX Text REMOVE BOTTOM 1X12 SHEATHING PLANK ALONG ENTIRE EAST AND WEST ROOF EAVE. INSTALL NEW 1X12 T&G PINE SHEATHING PLANK - MATCH EXISTING SHEATHING PROFILE. PROVIDE FLUSH EDGE ALONG EAVE. ROOF NAIL FASTEN TO RAFTER TAILS
AutoCAD SHX Text PROVIDE AND INSTALL SYNTHETIC ROOF UNDERLAYMENT PER SPECIFICATION SECTION 07 31 13. 'TAR PAPER' ROOFING PRODUCTS WILL NOT BE ALLOWED. FASTEN TO ROOF WITH GALVANIZED TAB NAILS ALONG RAFTERS. NAIL POINTS SHALL NOT PENETRATE VISUALLY EXPOSED (INTERIOR OR EXTERIOR) SHEATHING. OVERLAP EDGE OF GALV. DRIP EDGE BUT REMAIN VISUALLY CONCEALED FROM EDGE OF EAVE.
AutoCAD SHX Text PROVIDE AND INSTALL 25YR 3-TAB ASPHALT SHINGLE PER SPECIFICATION SECTION 07 31 13. MATCH EXISTING SHINGLE COLOR AND 5" OVERLAP UPON INSTALLATION. FASTEN WITH 3/4" ROOFING NAILS. NAIL POINTS SHALL NOT PENETRATE EXPOSED BOTTOM FACE OF SHEATHING.
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EX. 2X RAFTERS
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EX. 2X FASCIA
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EX. 2X TOP PLATE
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EX. LOG WALL
AutoCAD SHX Text NOTIFY COR IF ADDITIONAL SHEATHING PLANKS APPEAR DAMAGED OR WITH ROT ONCE EXISTING ROOFING MATERIAL IS REMOVED. DOCUMENT NUMBER OF PLANKS/S.F. AREA IN NOTIFYING. EXISTING INTERIOR EXPOSURE OF SHEATHING CURRENTLY DOES NOT IDENTIFY ADDITIONAL SUSPECT LOCATIONS.
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RIDGE CAP TO RECEIVE 1 3/4" ROOFING NAILS.
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NEW TOP RAIL TO FACE OF CABIN PORCH
AutoCAD SHX Text PROVIDE AND INSTALL 4" DIA. SPRUCE LOG TOP RAIL (+/- 1/2" DIA) FREE OF BARK. PROVIDE 3/4" RABBIT WHERE CONNECTING TO POST TOPS. FIELD VERIFY END CHAMFER CUTS TO FASTEN AT LOG WALL FACE. COAT AND FASTEN PER NOTES SHEET A1-0. CONNECT WITH LOG SPIKES EACH END OF LENGTH THAT PENETRATE 2" INTO RECEIVING LOG. SEE HISTORIC PHOTOS IN SPECIFICATIONS APPENDIX FOR REFERENCE.
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(8) NEW FULL SAWN 2X8 PINE PLANKS. FIELD CUT FINAL PLANK TO COMPLETE LANDING SURFACE AREA. FASTEN PER NOTES SHT. A1-0. ALL VISIBLE FASTENERS TO BE HAND NAILED TO REFLECT HISTORIC METHODS
AutoCAD SHX Text 2X8 FULL SAWN PINE JOIST. COAT AND FASTEN TO EXISTING POSTS PER NOTES SHT. A1-0. FASTEN W/ (2) 1/2" GALV. LAG SCREWS. COUNTER SINK CONCEAL HEADS. SEE HISTORIC PHOTOS FOR REFERENCE.
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EXG. LOG POSTS
AutoCAD SHX Text INJECT WOOD HARDENER INTO SOFT AREAS OF POST TOPS AS NECESSARY. APPLY TO AVOID STAINING OR PLACING A 'SHEEN' ON THE LOG FACES FROM THE HARDENER PRODUCT.
AutoCAD SHX Text 2X12 FULL SAWN PINE STRINGER EACH END OF STEPS. FASTEN TO JOIST W/ (2) 3 1/2" X1/4" LAG SCREWS. COUNTER SINK CONCEAL HEADS. REMOVED STRINGER MAY BE USED AS TEMPLATE.
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(4) NEW FULL SAWN 2X8 PINE TREAD PLANKS. NAIL FASTEN TO END LEDGE BOARDS PER NOTES SHEET A1-0. ALL VISIBLE FASTENERS TO BE HAND NAILED TO REFLECT HISTORIC METHODS
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(4) NEW FULL SAWN 2X4 PINE TREAD PLANKS EACH STRINGER. NAIL FASTEN TO END LEDGE BOARDS PER NOTES SHEET A1-0. ALL VISIBLE FASTENERS TO BE HAND NAILED TO REFLECT HISTORIC METHODS
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PROTECT AND BEAR STRINGERS ON EXISTING CONCRETE PAD
AutoCAD SHX Text PROVIDE AND INSTALL 4" DIA. SPRUCE LOG TOP RAIL (+/- 1/2" DIA) FREE OF BARK. PROVIDE 3/4" RABBIT WHERE CONNECTING TO RAIL TOP LOG. FIELD VERIFY END CHAMFER CUTS TO FASTEN AT LOG WALL FACE. COAT AND FASTEN PER NOTES SHEET A1-0. CONNECT WITH LOG SPIKES EACH END OF LENGTH THAT PENETRATE 2" INTO RECEIVING LOG. SEE HISTORIC PHOTOS IN SPECIFICATIONS APPENDIX FOR REFERENCE.
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(8) NEW FULL SAWN 2X8 PINE PLANKS. FIELD CUT FINAL PLANK TO COMPLETE LANDING SURFACE AREA
AutoCAD SHX Text 2X8 FULL SAWN PINE JOISTS. COAT AND FASTEN TO EXISTING POSTS AND LOG WALL PER NOTES SHT. A1-0. SEE HISTORIC PHOTOS FOR REFERENCE.
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EXISTING WALL, THRESHOLD, DOOR FRAME.
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EXISTING STONE PIER FOOTING BEYOND
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NEW TOP RAIL AT EXISTING POSTS
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EXG. LOG POSTS
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AutoCAD SHX Text RESET (NORTH ELEV.) AND CONSTRUCT NEW (WEST ELEV.) FOOTINGS. EXISTING ON SITE STONE MATERIAL MAY BE USED TO CENTER ON VERTICAL AXIS OF FULL 8" SPLICE TO BEAR AND SUPPORT (TYP. BOTTOM LOG SPLICE CONDITIONS)
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EXG. LOG PORTION
AutoCAD SHX Text NEW LOG- MATCH DIAMETER OF EXISTING LOG WITH NEW FOR A UNIFORM CONTINUATION AND BEARING FROM ADJACENT LOG STACK ABOVE AND BELOW.
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SPLICE DEPTH TO MIDPOINT OF LOG DIAMETER IN EXG. AND NEW LOG
AutoCAD SHX Text SPLICE NOTES: 1. APPLY WOOD PRESERVATIVE TO NEW WOOD PER NOTES SHEET A1-0. 2. CHEMICALLY FASTEN SPLICE TOGETHER WITH EPOXY RESIN AND HARDENER SPECIFICALLY MANUFACTURED FOR USE IN LOG CABIN CONSTRUCTION. 3. DRIVE LOG FASTENERS SPIKES THROUGH NEW LOGS INTO ADJACENT LOG. FASTENER TO BE A LENGTH TO PENETRATE FULL NEW LOG AND 1/3 DEPTH ADJACENT LOG DIAMETERS PER NOTES ON SHEET A1-0. 4. APPLY LOG DAUBING BETWEEN NEW LOGS TO ADJACENT LOGS TO CLOSE ANY GAPS. 5. FOR CONDITIONS OF BEARING LOG ON STONE FOOTING, PLACE 2 1/2 LB LEAD FLASHING SEPARATION BETWEEN MATERIALS. PREVENT LEAD FROM VISUAL EXPOSURE BEYOND LOG.
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EXISTING PORCH LOG BEAM TO REMAIN.
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EXISTING PORCH WALL LOG STACK
AutoCAD SHX Text NEW 1X12 NOMINAL PINE SUBFLOOR SPANNING BETWEEN PORCH LOG BEAMS. TREAT SUBFLOOR WITH BORITE SODIUM OXIDE BASED PRESERVATIVE PER NOTES A1-0. INSTALL WITH 1/8" GAP BETWEEN BOARDS TO FACILITATE WATER WEEPING AND DRAINAGE
AutoCAD SHX Text NEW 1X6 NOMINAL T&G…
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