Attachment03-Drawings.pdf

PDF 5 MB Posted Mar 13, 2023

Attached to: Construct Visitor Contact Station at Ozark NSR Federal contract opportunity
Solicitation number: 140P6223R0001
Issued by: Department of the Interior National Park Service Midwest Region

About this file

Written by GovTribe AI · Dec 28, 2023

This federal solicitation is for the construction of a visitor contact station at Ozark National Scenic Riverways in Eminence, Missouri. The project includes constructing the visitor contact station building, with interior partitions, flooring, doors, casework and other finishes as detailed in the construction documents. The total estimated price range for the project is between $250,000 and $500,000. The solicitation is set aside for small businesses with a NAICS code of 236220 and size standard of $45 million. Interested offerors should attend the pre-proposal site visit and submit proposals in accordance with the requirements in section L of the solicitation. The acquisition will be conducted by the Department of the Interior National Park Service Midwest Region.

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Other files for this federal contract opportunity

Other files attached to Construct Visitor Contact Station at Ozark NSR, newest first.
File	Type	Posted
Sol_140P6223R0001_Amd_0003.pdf	PDF	Mar 29, 2023
Attachment10-NPSCablingStandard_0003.pdf	PDF	Mar 29, 2023
Sol_140P6223R0001_Amd_0002.pdf	PDF	Mar 23, 2023
Attachment09-RevisedSheet_A1_0002.pdf	PDF	Mar 23, 2023
Attachment08-DuctlessSplitSystem_0002.pdf	PDF	Mar 23, 2023
Sol_140P6223R0001_Amd_0001.pdf	PDF	Mar 20, 2023
Attachment04-WageDetermination-MO20220023.pdf	PDF	Mar 13, 2023
Sol_140P6223R0001.pdf	PDF	Mar 13, 2023
Attachment06-PastExperience.docx	DOCX document	Mar 13, 2023
Attachment05-LimitationsOnSubcontracting.xlsx	XLSX spreadsheet	Mar 13, 2023
Construction_Contract_Administration.docx	DOCX document	Mar 13, 2023
Attachment02-Specifications.pdf	PDF	Mar 13, 2023
Attachment07-PastPerformance.docx	DOCX document	Mar 13, 2023

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HOUSTON,

MO.

SPRINGFIELD,

MO.

BASIC DATA: PROPERlY MAP 614/92,001 11/70; PARK MINI FOLDER 1990; REVISED & REDRAWN 11/91. UPDATED 11/98. SGS.

ELLINGTON,

MO.

LEGEND

HQ.

PARK BOUNDARY

STATE LINE

COUNTY LINE

PAVED ROAD

UNPAVED ROAD

TRAIL

CREEK

PARK HEADQUARTERS

RANGER STATION

PICNIC AREA

CAMPGROUND

PUBLIC RIVER ACCESS

DESIGNED:

CONSTRUCTION DOCUMENTS AMM

UNITED STATES

DEPARTMENT OF THE INTERIOR

NATIONAL PARK SERVICE

INTERIOR REGION 3, 4, 5

AMM

TECH. REVIEW:

DATE:

04-22-2022

OZARK

NATIONAL

SCENIC

RIVERWAYS

ELLINGTO/N--t_ ,3_,,4

'Q,....-"j1"--(so

OUNTAIN 19

VIEW

SOUTHEASTERN 20 0 20

MISSOURI SCALE OF MILES

TITLE OF DRAWING

VISITOR CONTACT STATION

LOCATION WITHIN PARK

13209 ROUND SPRING CAMPGROUND RD

NAME OF PARK

OZARK NATIONAL SCENIC RIVERWAYS

REGION COUNlY STATE

MIDWEST SHANNON MISSOURI

PIEDMONT

DRAWING NO.

80110

PKG. SHEET

NO.

324 [I]

OF 6

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EMINENCE

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BIRCH

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DEVILS

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WELL

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MARK TWAIN

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NATIONAL FOREST

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CARDAREVA

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STATE

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FOREST

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PECK RANCH

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WILDLIFE

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MANAGEMENT

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FOREST

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CLOW

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FOREST

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BLAIR CREEK

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FOREST

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SHANNONDALE

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STATE

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FOREST

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CURRENT

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TEXAS CO.

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HOWELL CO.

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HOWELL CO.

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HOUSTON,

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MO.

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SPRINGFIELD,

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MO.

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SUMMERSVILLE

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SALEM,

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MO.

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ELLINGTON,

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MO.

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POPLAR

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BLUFF, MO.

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ALTON,

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MO.

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THOMASVILLE,

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MO.

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EASTWOOD

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OZARK

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LANDING

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LANDING

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NATIONAL

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SCENIC

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RIVERWAYS

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MISSISSIPPI

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PUBLIC RIVER ACCESS

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CAMPGROUND

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PICNIC AREA

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RANGER STATION

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PARK HEADQUARTERS

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HQ.

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CREEK

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UNPAVED ROAD

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COUNTY LINE

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STATE LINE

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PAVED ROAD

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PARK BOUNDARY

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LEGEND

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SCALE OF MILES

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SCALE OF KILOMETERS

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OZARK NATIONAL SCENIC RIVERWAYS

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BASIC DATA:

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STATE

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REGION

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COUNTY

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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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VISITOR CONTACT STATION

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13209 ROUND SPRING CAMPGROUND RD

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SHANNON

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MISSOURI

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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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OZARK NATIONAL SCENIC RIVERWAYS

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MIDWEST

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SOUTHEASTERN

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MISSOURI

AutoCAD SHX Text PROPERTY MAP 614/92,001 11/70; PARK MINI FOLDER 1990; REVISED & REDRAWN 11/91. UPDATED 11/98. SGS.

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DESIGNED:

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TECH. REVIEW:

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DATE:

AutoCAD SHX Text 04-22-2022

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AMM

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DRAFT NOT FOR CONSTRUCTION

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AMM

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NATIONAL PARK SERVICE

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INTERIOR REGION 3, 4, 5

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DEPARTMENT OF THE INTERIOR

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UNITED STATES

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CONSTRUCTION DOCUMENTS

ROUND SPRING

CAMPGROUND RD

r I I I , I I I

PARKING LOT

I ± 20FT

L___ ! BUILDING

SITE

PROPANE

TANK -----.. --- ---

AREA □F \J□RK ~

C□NTRACT□R USE

NOTE: AREA OF WORK SITE PLAN IS FOR REFERENCE ONLY TO IDENTIFY EXTENT OF WORK. ALL UTILITIES, DIMENSIONS, AND TOPOGRAPHIC GRADING SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

AREA OF WORK ffi

Mork Sheet REVISION

SllE PHOTO - EXISTING SLAB ffi

DRAWING SHEET INDEX

SUB

SHEET SHEET TITLE OF SHEET

1 0 COVER SHEET

2 G1 SHEET LIST & AREA OF WORK

3 G2 GENERAL NOTES

4 AD1 DEMO PLAN & SITE PHOTOS

5 A1 FLOOR PLAN & REFLECTED CEILING PLAN

6 A2 EXTERIOR ELEVATIONS

Date Initial DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

AMM SHEET LIST 614

80110 @f.•1•1•1

& AREA OF WORK AMl.4 G1 PMIS SHEET

TECH. REVIEW: NO.

324 w 088 DATE: OZARK NATIONAL SCENIC RIVERWAYS - 6 5-5-2022 ROUND SPRING, EMINENCE, MISSOURI -- OF

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DESIGNED:

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TECH. REVIEW:

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DATE:

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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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REVISION

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AMM

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OZARK NATIONAL SCENIC RIVERWAYS ROUND SPRING, EMINENCE, MISSOURI

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AutoCAD SHX Text 614 80110

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AutoCAD SHX Text 324 088 --

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DRAFT NOT FOR CONSTRUCTION

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AMM

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SHEET LIST

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& AREA OF WORK

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DRAWING SHEET INDEX

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SHEET

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DEMO PLAN & SITE PHOTOS

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AREA OF WORK

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SITE PHOTO - EXISTING SLAB

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AutoCAD SHX Text NOTE: AREA OF WORK SITE PLAN IS FOR REFERENCE ONLY TO IDENTIFY EXTENT OF WORK. ALL UTILITIES, DIMENSIONS, AND TOPOGRAPHIC GRADING SHALL BE FIELD VERIFIED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.

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PHOTO

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PARKING LOT

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BUILDING SITE

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PROPANE TANK

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ROUND SPRING CAMPGROUND RD

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SCALE 1/16" = 1'-0"

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GENERAL NOTES:

1. 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 MATERIALS, METHODS AND MEANS REQUIRED TO

EXECUTE THE GENERAL CONTRACT AND PROVIDE A COMPLETE PRODUCT.

2. VERIFY MECHANICAL AND ELECTRICAL CONDITIONS FOR SCOPE AND

INTERFACE. CONTRACTOR SHALL COORDINATE LOCATION FOR ALL

MECHANICAL AND ELECTRICAL ITEMS WITH GENERAL CONSTRUCTION.

REVIEW ANY DISCREPANCIES WITH COR PRIOR TO INSTALLATION AND/OR

FABRICATION.

3. PROTECT ALL SITE LOCATIONS THAT ARE NOT DESIGNATED FOR

REMOVAL. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THIS INCLUDES

CURBS, PAVING, TURF DISTURBANCE, EQUIPMENT, VEGETATION ETC ...

4. ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, UNLESS NOTED

OTHERWISE. REVIEW PLACEMENT OF WALLS WITH DETAILS AND

FURNISHINGS, CASEWORK OR MECHANICAL AND ELECTRICAL ITEMS AND

CLEARANCES. REVIEW ANY DISCREPANCIES WITH ARCHITECT PRIOR TO

CONSTRUCTION AND /OR FABRICATION. ALL DIMENSIONS ARE FOR

BIDDING PURPOSES ONLY. ACTUAL FIELD DIMENSIONS SHALL BE

VERIFIED PRIOR TO SUBMITTING SHOP DRAWINGS, ORDERING RELATED

MATERIALS, DEMOLITION OR CONSTRUCTION.

5. EXTEND ALL STUDS, GYPSUM WALLBOARD (GWB) AND ACOUSTICAL

BATTS TO STRUCTURE, UNLESS OTHERWISE NOTED OR DETAILED.

6. PROVIDE WOOD BLOCKING BEHIND ALL WALL STOPS, FINISH TRIM,

BUILDING HARDWARE AND TOILET ACCESSORIES TO BE MOUNTED ON

WALLS. PROVIDE CONTINUOUS WOOD BLOCKING HORIZONTALLY AND

VERTICALLY, BEHIND ALL WALL HUNG EQUIPMENT, ACCESSORIES,

COUNTERS AND ANY OTHER BUILDING MATERIALS REQUIRING ANCHORING

TO WALLS, CEILINGS AND FLOORS. VERIFY WITH ALL TRADES FOR

THESE ITEMS PRIOR TO COVERING THE STRUCTURE. ALSO, PROVIDE

WOOD BLOCKING IN WALLS FOR OWNER PROVIDED AND INSTALLED

ARTWORK, COORDINATE LOCATIONS WITH OWNER.

7. AREAS NOTED AS N.I.C. ARE NOT IN CONTRACT.

8. CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IN THE EVENT

THAT UNFORESEEN CONDITIONS ARE ENCOUNTERED.

9. ALL GYPSUM WALLBOARD (GWB) NOTED OR SCHEDULED ON THE

DRAWINGS SHALL BE SUSPENDED AND/OR SUPPORTED WITH FRAMING IN

ACCORDANCE WITH INDUSTRY STANDARDS WHERE NOT SPECIFICALLY

DETAILED OR OTHERWISE SPECIFIED.

10. WHENEVER GWB ABUTS A LOG/WOOD WALL, HOLD CASING BEAD 3/16"

AWAY FROM EXISTING WALL FACE AND PROVIDE CASING BEAD ON EDGE

OF GWB AND CAULK THE 3/16" REVEAL. PAINT TO MATCH EXISTING

WALL COLOR UNLESS NOTED OTHERWISE.

11. ALL WOOD STUDS ARE 2X4 UNLESS NOTED OTHERWISE.

12. ALL CONSTRUCTION SHALL MEET OR EXCEED THE ARCHITECTURAL

BARRIERS ACT (ABA) ACESSIBILITY STANDARDS 2014.

13. ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTIED OTHERWISE.

14. ALL MECHANICAL OPENINGS AND OTHER OPENINGS OR PENETRATIONS

THROUGH RATED WALLS SHALL BE SEALED TO MAINTAIN RATINGS.

15. ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL

CODES, REGULATIONS, AND ORDINANCES.

16. NOT USED.

17. ALL STUDS SHALL BE HELD AT LEAST 1/4" AWAY FROM STRUCTURAL

STEEL COLUMNS.

18. THERMAL INSULATION HAS BEEN OMITTED FROM THE DETAILS FOR

CLARITY. PROVIDE INSULATION VALUE THAT MEETS OR EXCEEDS IBC 2021.

19. THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS

NECESSARY TO DEMONSTRATE COMPLETE AND SATISFACTORY

INSTALLATIONS OF ALL SYSTEMS PROVIDED UNDER THIS CONTRACT.

20. IF INSTANCES ARISE DURING CONSTRUCTION OF THIS PROJECT THAT

REQUIRE PENETRATIONS OF STRUCTURAL MEMBERS DUE TO METHODS OF

ROUTING DUCTS, PIPES, ETC. DIFFERENT FROM ROUTING SHOWN ON THE

DRAWINGS, COSTS FOR PENETRATION OF STRUCTURAL MEMBERS SHALL

BE BORN BY THE CONTRACTOR REQUIRING THE PENETRATION. BEFORE

PENETRATION THROUGH A STRUCTURAL MEMBER CAN BE MADE, THE

CONTRACTOR SHALL INFORM THE ARCHITECT OF HIS/HER INTENT AND

SHALL AWAIT INSTRUCTIONS FROM THE COR AS TO EXACT PLACEMENT

OF, AND DETAILS FOR, SUCH PENETRATIONS.

21. NOT USED.

22. FILL ALL VOIDS AT JOIST ENDS, ETC. WITH INSULATION. AT ALL ROOMS

WITH EXPOSED STRUCTURE, BLANKET INSULATION SHALL BE PUSHED 1"

MINIMUM PAST INTERIOR WALL FACE. AT FIRE RATED WALLS USE SAFING

INSULATION.

23. ALL CEILING HEIGHTS LISTED IN ROOM FINISH SCHEDULE ARE FROM THE

FINISH FLOOR OF THE LISTED ROOM UNLESS NOTED OTHERWISE.

24. ALL CMU IS 8" THICK UNLESS NOTED OTHERWISE.

25. ALL ANGLES ON PLAN ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED

OTHERWISE.

26. ALL EXPOSED CMU OUTSIDE 90 DEGREE CORNERS SHALL BE

BULL -NOSED.

27. NOT ALL STUDS AND/OR FURRING ARE SHOWN ON THE DETAIL.

CONTRACTOR SHALL FRAME USING NORMAL FRAMING METHODS AND

SHALL ALSO COMPLY WITH THOSE OUTLINED IN THE SPECIFICATIONS.

28. CONTRACTOR IS ENCOURAGED TO 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.

29. CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS FOR

WORKABILITY, ADJACENT CONDITIONS, EFFECTS AND ACCESSIBILITY. ALL

DIMENSIONS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL

FIELD VERIFY DIMENSIONS PRIOR TO ORDERING RELATED MATERIALS OF

CONSTRUCTION.

30. PROVIDE SPLASH BLOCK @ ALL DOWNSPOUT LOCATIONS.

31. 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 WITH C.O.R. AND PARK STAFF.

32. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING,

TEMPORARY SUPPORTS, ETC., DURING DEMOLITION AND CONSTRUCTION

IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN

CONSIDERED BY THE ARCHITIECT /ENGINEER.

33. COORDINATE LOCATION AND/OR ELEVATIONS OF FLOOR DRAINS,

REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC.

WITH MECHANICAL AND ELECTRICAL CONTRACTORS.

34. CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURER OF

FIXTURES AND EQUIPMENT SUPPLIED PRIOR TO CONSTRUCTION.

35. ALL DOORS AND OTHER JOINTS IN THE EXTERIOR WALLS SHOULD BE

FULLY WEATHERSTRIPPED.

36. ALL WORK NOT SPECIFICALLY COVERED IN THE CONSTRUCTION

DOCUMENTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH

BUILDING STANDARD MATERIALS AND DETAILS.

37. THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE

DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD

SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE

THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS.

CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS OF ALL

EXISTING UTILITIES PRIOR TO CONSTRUCTION.

38. MATERIALS SHALL BE JOINED TO UNIFORM ACCURATE FIT SO THEY MEET

WITH NEAT, STRAIGHT LINES, FREE FROM SMEARS, OVERLAPS AND

IMPERFECTIONS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL,

PLUMB AND AT ACCURA TIE RIGHT ANGLES OR FLUSH WITH ADJOINING

MATERIALS. WORK OF EACH TRADE SHALL MEET OR EXCEED ALL

NATIONAL STANDARDS PUBLISHED BY THAT TRADE EXCEPT WHERE THE

DOCUMENTS ARE MORE STRINGENT.

39. SLOPE MIN 2% AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE,

TYP.

40. THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE

OPERATING SYSTEMS. THESE INCLUDE BUT ARE NOT LIMITED TO

ELECTRICAL, HVAC, PLUMBING, SMOKE DETECTION, AND EXIT DEVICES

ALONG WITH RELATED SYSTEMS AS REQUIRED FOR ALL WORK AND

MATERIALS IN ACCORDANCE WITH ALL LOCAL REGULATORY AGENCIES

AND APPLICABLE BUILDING CODES.

GENERAL DEMOLITION NOTES:

COORDINATE WITH MECHANICAL AND ELECTRICAL SHEETS FOR

INFORMATION REGARDING NEW MECHANICAL PLUMBING AND ELECTRICAL

ITEMS THAT REQUIRE EXISTING CONCRETE SLAB, REMOVAL.

ALL INFORMATION SHOWN ON THE DEMOLITION PLAN ARE NOT INTENDED

TO REPRESENT THE TOTAL SCOPE OF THE DEMOLITION CONTRACT. THE

INTENT OF THESE DRAWINGS IS TO ASSIST THE GENERAL CONTRACTOR

WITH ESTIMATION ONLY WITHOUT LIMITING DEFINITION OF SCOPE.

THE INTENT OF DEMOLITION IS TO COMPLETELY REMOVE ALL ITEMS,

EXCEPT AS NOTED OTHERWISE, WITHIN THE CONTRACT AREA TO THE

ORIGINAL STRUCTURE AS NECESSARY TO PREPARE FOR NEW

CONSTRUCTION WORK SHOWN IN THESE CONTRACT DOCUMENTS.

ALL MATERIALS REMOVED AND NOT REUSED SHALL BECOME PROPERTY

OF THE CONTRACTOR UNLESS OTHERWISE SPECIFICALLY DESIGNATED TO

REMAIN THE PROPERTY OF THE OWNER. HOWEVER, THE OWNER

RESERVES THE RIGHT TO ALL ITEMS BEING REMOVED PRIOR TO THE

SCHEDULED TIME OF REMOVAL.

4. REMOVE ALL ITEMS SHOWN BOLD/DASHED IN THE DRAWINGS. VERIFY

THE SCOPE OF DEMOLITION WITH THE NEW CONSTRUCTION DRAWINGS.

CONTRACTOR SHALL REMOVE ANY ITEM NOT SPECIFICALLY DESIGNATED

OR NOTED THAT WOULD BE REQUIRED TO PROVIDE A FINISHED PRODUCT

AS PER THE PLANS AND SPECIFICATIONS.

5. SEE DEMOLITION DRAWINGS FOR SALVAGE ITEMS. INVENTORY AND

FORMALLY TURN OVER TO OWNER AT LOCATION DETERMINED BY OWNER

PATCH FLOORS IN AREAS OF DEMOLITION TO ACHIEVE A SMOOTH

SURFACE FOR NEW FLOORING AND WALLS AS REQUIRED TO RECEIVE

NEW FLOOR FINISHES INDICATED ON THE ROOM FINISH SCHEDULE. FLOOR

DEVIATIONS OVER 1 /8" PER 5 FEET SHALL BE GROUND OUT OR FILLED

TO ACHIEVE UNIFORM TRANSITION.

6. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING

TO DETERMINE THE TOTAL QUANTITIES AND SCOPE OF DEMOLITION THAT

IS TO OCCUR.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING

MATERIALS TO REMAIN RESULTING FROM WORK UNDER THIS CONTRACT,

AND SHALL RESTORE SUCH DAMAGE TO ITS ORIGINAL CONDITION.

8. ALL WALLS INDICA TIED TO BE REMOVED SHALL BE REMOVED IN THEIR

ENTIRETY, INCLUDING ALL ELECTRICAL OUTLETS, SWITCHES, AND

CONDUITS, TELEPHONE OUTLETS, WIRING, MECHANICAL PIPING, BASES

AND PLUMBING, ETC.

9. COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES.

10. CONTRACTOR SHALL NOTIFY COR AND CONTRACTING OFFICER IF

DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF

THE EXISTING COMPONENTS BEFORE PROCEEDING.

11. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY, AND SHALL BE

VERIFIED AND COORDINATED WITH NEW CONSTRUCTION.

12. CONTRACTOR SHALL HAUL ALL DEMOLITION DEBRIS COMPLETELY AWAY

FROM THE SITE & DISPOSE OF PROPERLY.

13. ALL EXISTING CONDITIONS SHALL BE PROTECTED DURING RENOVATION TO

PREVENT DAMAGE. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

14. ITEMS NOT IDENTIFIED FOR REMOVAL IN DOCUMENTS SHALL REMAIN AS

EXISTING AND IN THE CONDITION THAT THEY ARE TO CURRENT DATE.

15. CUT AND PATCH EXISTING AND NEW WORK AS REQUIRED AND AS

IDENTIFIED IN DOCUMENTS. ITEMS TO BE SALVAGED ARE TO BE CUT

CAREFULLY AND STORED TO AVOID DAMAGE.

16. COORDINATE ALL POWER AND UTILITY SHUT-OFFS DATES AND DOWN

TIMES WITH C.O.R. AND PARK REPRESENTATIVE. PROVIDE A MINIMUM OF

A WEEK NOTICE PRIOR TO ANY DISTURBANCE IN FACILITIES WITH

CONTINUED OCCUPANC~

Mark Sheet REVISION

GOVERNING CODES:

ALL CONSTRUCTION SHALL COMPLY BUT NOT BE LIMITED TO ALL

CURRENT AMENDMENTS AND REVISIONS:

INTERNATIONAL BUILDING CODE 2021

ELECTRICAL CODE 2017 NEC

MECHANICAL CODE 2018 IMC

PLUMBING CODE 2018 IPC

ACCESSIBILITY CODE ABAAS 2015

ENERGY CODE 2018 IECC

CLIMATE ZONE:

ATTIC R-VALUE:

WOOD FRAMED WALLS:

FLOOR JOISTS/FRAMING:

CRAWL SPACE WALLS:

FROST DEPTH:

EXT DOOR U-VALUES:

WINDOW U-VALUES:

Date Initial DESIGNED:

AMM

@r.l•i••

AMM

TECH. REVIEW:

DATE:

5-5-2022

R-40 R-20 R-30 R-15

33" MINIMUM

0.30 MAX

0.27 MAX

SUB SHEET NO.

TITLE OF SHEET

GENERAL NOTES

OZARK NATIONAL SCENIC RIVERWAYS

ROUND SPRING, EMINENCE, MISSOURI

DRAWING NO.

80110

PMIS SHEET NO.

324 QJ 088 - 6 -- OF

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 5-5-2022

AutoCAD SHX Text

AMM

AutoCAD SHX Text

OZARK NATIONAL SCENIC RIVERWAYS ROUND SPRING, EMINENCE, MISSOURI

AutoCAD SHX Text

AutoCAD SHX Text 614 80110

AutoCAD SHX Text

AutoCAD SHX Text 324 088 --

AutoCAD SHX Text

DRAFT NOT FOR CONSTRUCTION

AutoCAD SHX Text

AMM

AutoCAD SHX Text G2

AutoCAD SHX Text

GENERAL NOTES

AutoCAD SHX Text

%%UGENERAL NOTES:

AutoCAD SHX Text IF INSTANCES ARISE DURING CONSTRUCTION OF THIS PROJECT THAT REQUIRE PENETRATIONS OF STRUCTURAL MEMBERS DUE TO METHODS OF ROUTING DUCTS, PIPES, ETC. DIFFERENT FROM ROUTING SHOWN ON THE DRAWINGS, COSTS FOR PENETRATION OF STRUCTURAL MEMBERS SHALL BE BORN BY THE CONTRACTOR REQUIRING THE PENETRATION. BEFORE PENETRATION THROUGH A STRUCTURAL MEMBER CAN BE MADE, THE CONTRACTOR SHALL INFORM THE ARCHITECT OF HIS/HER INTENT AND SHALL AWAIT INSTRUCTIONS FROM THE COR AS TO EXACT PLACEMENT OF, AND DETAILS FOR, SUCH PENETRATIONS.

AutoCAD SHX Text THE CONTRACTOR SHALL PERFORM ALL TESTS AS SPECIFIED OR AS NECESSARY TO DEMONSTRATE COMPLETE AND SATISFACTORY INSTALLATIONS OF ALL SYSTEMS PROVIDED UNDER THIS CONTRACT.

AutoCAD SHX Text ALL WORK SHALL COMPLY WITH APPLICABLE FEDERAL AND LOCAL CODES, REGULATIONS, AND ORDINANCES.

AutoCAD SHX Text THERMAL INSULATION HAS BEEN OMITTED FROM THE DETAILS FOR CLARITY. PROVIDE INSULATION VALUE THAT MEETS OR EXCEEDS IBC 2021.

AutoCAD SHX Text

NOT USED.

AutoCAD SHX Text 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 MATERIALS, METHODS AND MEANS REQUIRED TO EXECUTE THE GENERAL CONTRACT AND PROVIDE A COMPLETE PRODUCT.

AutoCAD SHX Text VERIFY MECHANICAL AND ELECTRICAL CONDITIONS FOR SCOPE AND INTERFACE. CONTRACTOR SHALL COORDINATE LOCATION FOR ALL MECHANICAL AND ELECTRICAL ITEMS WITH GENERAL CONSTRUCTION. REVIEW ANY DISCREPANCIES WITH COR PRIOR TO INSTALLATION AND/OR FABRICATION.

AutoCAD SHX Text ALL DIMENSIONS ARE TO FACE OF FINISHED WALL, UNLESS NOTED OTHERWISE. REVIEW PLACEMENT OF WALLS WITH DETAILS AND FURNISHINGS, CASEWORK OR MECHANICAL AND ELECTRICAL ITEMS AND CLEARANCES. REVIEW ANY DISCREPANCIES WITH ARCHITECT PRIOR TO CONSTRUCTION AND/OR FABRICATION. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY. ACTUAL FIELD DIMENSIONS SHALL BE VERIFIED PRIOR TO SUBMITTING SHOP DRAWINGS, ORDERING RELATED MATERIALS, DEMOLITION OR CONSTRUCTION.

AutoCAD SHX Text EXTEND ALL STUDS, GYPSUM WALLBOARD (GWB) AND ACOUSTICAL BATTS TO STRUCTURE, UNLESS OTHERWISE NOTED OR DETAILED.

AutoCAD SHX Text PROVIDE WOOD BLOCKING BEHIND ALL WALL STOPS, FINISH TRIM, BUILDING HARDWARE AND TOILET ACCESSORIES TO BE MOUNTED ON WALLS. PROVIDE CONTINUOUS WOOD BLOCKING HORIZONTALLY AND VERTICALLY, BEHIND ALL WALL HUNG EQUIPMENT, ACCESSORIES, COUNTERS AND ANY OTHER BUILDING MATERIALS REQUIRING ANCHORING TO WALLS, CEILINGS AND FLOORS. VERIFY WITH ALL TRADES FOR THESE ITEMS PRIOR TO COVERING THE STRUCTURE. ALSO, PROVIDE WOOD BLOCKING IN WALLS FOR OWNER PROVIDED AND INSTALLED ARTWORK, COORDINATE LOCATIONS WITH OWNER.

AutoCAD SHX Text ALL GYPSUM WALLBOARD (GWB) NOTED OR SCHEDULED ON THE DRAWINGS SHALL BE SUSPENDED AND/OR SUPPORTED WITH FRAMING IN ACCORDANCE WITH INDUSTRY STANDARDS WHERE NOT SPECIFICALLY DETAILED OR OTHERWISE SPECIFIED.

AutoCAD SHX Text WHENEVER GWB ABUTS A LOG/WOOD WALL, HOLD CASING BEAD 3/16" AWAY FROM EXISTING WALL FACE AND PROVIDE CASING BEAD ON EDGE OF GWB AND CAULK THE 3/16" REVEAL. PAINT TO MATCH EXISTING WALL COLOR UNLESS NOTED OTHERWISE.

AutoCAD SHX Text

ALL WOOD STUDS ARE 2X4 UNLESS NOTED OTHERWISE.

AutoCAD SHX Text ALL CONSTRUCTION SHALL MEET OR EXCEED THE ARCHITECTURAL BARRIERS ACT (ABA) ACESSIBILITY STANDARDS 2014.

AutoCAD SHX Text

ALL MATERIALS SHALL BE NEW UNLESS SPECIFICALLY NOTED OTHERWISE.

AutoCAD SHX Text 24.

AutoCAD SHX Text FILL ALL VOIDS AT JOIST ENDS, ETC. WITH INSULATION. AT ALL ROOMS WITH EXPOSED STRUCTURE, BLANKET INSULATION SHALL BE PUSHED 1" MINIMUM PAST INTERIOR WALL FACE. AT FIRE RATED WALLS USE SAFING INSULATION.

AutoCAD SHX Text 25.

AutoCAD SHX Text ALL CEILING HEIGHTS LISTED IN ROOM FINISH SCHEDULE ARE FROM THE FINISH FLOOR OF THE LISTED ROOM UNLESS NOTED OTHERWISE.

AutoCAD SHX Text 26.

AutoCAD SHX Text

ALL CMU IS 8" THICK UNLESS NOTED OTHERWISE.

AutoCAD SHX Text 27.

AutoCAD SHX Text

ALL ANGLES ON PLAN ARE 90 DEGREES OR 45 DEGREES UNLESS NOTED OTHERWISE.

AutoCAD SHX Text 28.

AutoCAD SHX Text

ALL EXPOSED CMU OUTSIDE 90 DEGREE CORNERS SHALL BE BULL-NOSED.

AutoCAD SHX Text 29.

AutoCAD SHX Text 14.

AutoCAD SHX Text ALL MECHANICAL OPENINGS AND OTHER OPENINGS OR PENETRATIONS THROUGH RATED WALLS SHALL BE SEALED TO MAINTAIN RATINGS.

AutoCAD SHX Text 30.

AutoCAD SHX Text NOT ALL STUDS AND/OR FURRING ARE SHOWN ON THE DETAIL. CONTRACTOR SHALL FRAME USING NORMAL FRAMING METHODS AND SHALL ALSO COMPLY WITH THOSE OUTLINED IN THE SPECIFICATIONS.

AutoCAD SHX Text 16.

AutoCAD SHX Text

NOT USED.

AutoCAD SHX Text 17.

AutoCAD SHX Text

ALL STUDS SHALL BE HELD AT LEAST 1/4" AWAY FROM STRUCTURAL STEEL COLUMNS.

AutoCAD SHX Text 18.

AutoCAD SHX Text 23.

AutoCAD SHX Text 22.

AutoCAD SHX Text 21.

AutoCAD SHX Text 20.

AutoCAD SHX Text 19.

AutoCAD SHX Text 15.

AutoCAD SHX Text 13.

AutoCAD SHX Text 12.

AutoCAD SHX Text 11.

AutoCAD SHX Text 10.

AutoCAD SHX Text 9.

AutoCAD SHX Text 6.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 2.

AutoCAD SHX Text 1.

AutoCAD SHX Text CONTRACTOR IS ENCOURAGED TO 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.

AutoCAD SHX Text 31.

AutoCAD SHX Text CONTRACTOR SHALL FIELD VERIFY ALL SITE CONDITIONS FOR WORKABILITY, ADJACENT CONDITIONS, EFFECTS AND ACCESSIBILITY. ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY. CONTRACTOR SHALL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING RELATED MATERIALS OF CONSTRUCTION.

AutoCAD SHX Text 32.

AutoCAD SHX Text

AREAS NOTED AS N.I.C. ARE NOT IN CONTRACT.

AutoCAD SHX Text 7.

AutoCAD SHX Text CONTRACTOR SHALL CONTACT THE CONTRACTING OFFICER IN THE EVENT THAT UNFORESEEN CONDITIONS ARE ENCOUNTERED.

AutoCAD SHX Text 8.

AutoCAD SHX Text PROTECT ALL SITE LOCATIONS THAT ARE NOT DESIGNATED FOR REMOVAL. ANY DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. THIS INCLUDES CURBS, PAVING, TURF DISTURBANCE, EQUIPMENT, VEGETATION ETC...

AutoCAD SHX Text 3.

AutoCAD SHX Text

PROVIDE SPLASH BLOCK @ ALL DOWNSPOUT LOCATIONS.

AutoCAD SHX Text ALL DIMENSIONS ARE FOR BIDDING PURPOSES ONLY, AND SHALL BE VERIFIED AND COORDINATED WITH NEW CONSTRUCTION.

AutoCAD SHX Text COORDINATE WITH MECHANICAL AND ELECTRICAL SHEETS FOR INFORMATION REGARDING NEW MECHANICAL PLUMBING AND ELECTRICAL ITEMS THAT REQUIRE EXISTING CONCRETE SLAB, REMOVAL.

AutoCAD SHX Text REMOVE ALL ITEMS SHOWN BOLD/DASHED IN THE DRAWINGS. VERIFY THE SCOPE OF DEMOLITION WITH THE NEW CONSTRUCTION DRAWINGS. CONTRACTOR SHALL REMOVE ANY ITEM NOT SPECIFICALLY DESIGNATED OR NOTED THAT WOULD BE REQUIRED TO PROVIDE A FINISHED PRODUCT AS PER THE PLANS AND SPECIFICATIONS.

AutoCAD SHX Text SEE DEMOLITION DRAWINGS FOR SALVAGE ITEMS. INVENTORY AND FORMALLY TURN OVER TO OWNER AT LOCATION DETERMINED BY OWNER

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO EXISTING MATERIALS TO REMAIN RESULTING FROM WORK UNDER THIS CONTRACT, AND SHALL RESTORE SUCH DAMAGE TO ITS ORIGINAL CONDITION.

AutoCAD SHX Text ALL WALLS INDICATED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL ELECTRICAL OUTLETS, SWITCHES, AND CONDUITS, TELEPHONE OUTLETS, WIRING, MECHANICAL PIPING, BASES AND PLUMBING, ETC.

AutoCAD SHX Text

COORDINATE ALL DEMOLITION WORK BETWEEN ALL TRADES.

AutoCAD SHX Text CONTRACTOR SHALL NOTIFY COR AND CONTRACTING OFFICER IF DEMOLITION WORK APPEARS TO AFFECT THE STRUCTURAL INTEGRITY OF THE EXISTING COMPONENTS BEFORE PROCEEDING.

AutoCAD SHX Text 13.

AutoCAD SHX Text 12.

AutoCAD SHX Text 11.

AutoCAD SHX Text 10.

AutoCAD SHX Text 9.

AutoCAD SHX Text 6.

AutoCAD SHX Text 5.

AutoCAD SHX Text 4.

AutoCAD SHX Text 1.

AutoCAD SHX Text PATCH FLOORS IN AREAS OF DEMOLITION TO ACHIEVE A SMOOTH SURFACE FOR NEW FLOORING AND WALLS AS REQUIRED TO RECEIVE NEW FLOOR FINISHES INDICATED ON THE ROOM FINISH SCHEDULE. FLOOR DEVIATIONS OVER 1/8" PER 5 FEET SHALL BE GROUND OUT OR FILLED TO ACHIEVE UNIFORM TRANSITION.

AutoCAD SHX Text 7.

AutoCAD SHX Text CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS PRIOR TO BIDDING TO DETERMINE THE TOTAL QUANTITIES AND SCOPE OF DEMOLITION THAT IS TO OCCUR.

AutoCAD SHX Text 8.

AutoCAD SHX Text ALL MATERIALS REMOVED AND NOT REUSED SHALL BECOME PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE SPECIFICALLY DESIGNATED TO REMAIN THE PROPERTY OF THE OWNER. HOWEVER, THE OWNER RESERVES THE RIGHT TO ALL ITEMS BEING REMOVED PRIOR TO THE SCHEDULED TIME OF REMOVAL.

AutoCAD SHX Text 3.

AutoCAD SHX Text

%%UGENERAL DEMOLITION NOTES:

AutoCAD SHX Text CONTRACTOR SHALL HAUL ALL DEMOLITION DEBRIS COMPLETELY AWAY FROM THE SITE & DISPOSE OF PROPERLY.

AutoCAD SHX Text ALL EXISTING CONDITIONS SHALL BE PROTECTED DURING RENOVATION TO PREVENT DAMAGE. ANY DAMAGE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text ITEMS NOT IDENTIFIED FOR REMOVAL IN DOCUMENTS SHALL REMAIN AS EXISTING AND IN THE CONDITION THAT THEY ARE TO CURRENT DATE.

AutoCAD SHX Text 15.

AutoCAD SHX Text 14.

AutoCAD SHX Text CUT AND PATCH EXISTING AND NEW WORK AS REQUIRED AND AS IDENTIFIED IN DOCUMENTS. ITEMS TO BE SALVAGED ARE TO BE CUT CAREFULLY AND STORED TO AVOID DAMAGE.

AutoCAD SHX Text 16.

AutoCAD SHX Text COORDINATE ALL POWER AND UTILITY SHUT-OFFS DATES AND DOWN TIMES WITH C.O.R. AND PARK REPRESENTATIVE. PROVIDE A MINIMUM OF A WEEK NOTICE PRIOR TO ANY DISTURBANCE IN FACILITIES WITH CONTINUED OCCUPANCY.

AutoCAD SHX Text 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 WITH C.O.R. AND PARK STAFF.

AutoCAD SHX Text THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., DURING DEMOLITION AND CONSTRUCTION IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ARCHITECT/ENGINEER.

AutoCAD SHX Text 33.

AutoCAD SHX Text COORDINATE LOCATION AND/OR ELEVATIONS OF FLOOR DRAINS, REGISTERS, GRILLES, LOUVERS, DUCTS, UNIT HEATERS, PANELS, ETC. WITH MECHANICAL AND ELECTRICAL CONTRACTORS.

AutoCAD SHX Text 34.

AutoCAD SHX Text CONTRACTOR TO VERIFY ALL DIMENSIONS WITH MANUFACTURER OF FIXTURES AND EQUIPMENT SUPPLIED PRIOR TO CONSTRUCTION.

AutoCAD SHX Text 35.

AutoCAD SHX Text ALL DOORS AND OTHER JOINTS IN THE EXTERIOR WALLS SHOULD BE FULLY WEATHERSTRIPPED.

AutoCAD SHX Text 36.

AutoCAD SHX Text ALL WORK NOT SPECIFICALLY COVERED IN THE CONSTRUCTION DOCUMENTS SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH BUILDING STANDARD MATERIALS AND DETAILS.

AutoCAD SHX Text 37.

AutoCAD SHX Text THE LOCATION AND DESCRIPTIONS OF EXISTING UTILITIES SHOWN ON THE DRAWINGS ARE COMPILED FROM AVAILABLE RECORDS AND/OR FIELD SURVEYS. THE ENGINEER OR UTILITY COMPANIES DO NOT GUARANTEE THE ACCURACY OR THE COMPLETENESS OF SUCH RECORDS. CONTRACTOR SHALL FIELD VERIFY SIZES AND LOCATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

AutoCAD SHX Text 38.

AutoCAD SHX Text MATERIALS SHALL BE JOINED TO UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE FROM SMEARS, OVERLAPS AND IMPERFECTIONS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB AND AT ACCURATE RIGHT ANGLES OR FLUSH WITH ADJOINING MATERIALS. WORK OF EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THAT TRADE EXCEPT WHERE THE DOCUMENTS ARE MORE STRINGENT.

AutoCAD SHX Text 39.

AutoCAD SHX Text

SLOPE MIN 2% AWAY FROM ALL BUILDINGS FOR POSITIVE DRAINAGE, TYP.

AutoCAD SHX Text 40.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE TO PROVIDE COMPLETE OPERATING SYSTEMS. THESE INCLUDE BUT ARE NOT LIMITED TO ELECTRICAL, HVAC, PLUMBING, SMOKE DETECTION, AND EXIT DEVICES ALONG WITH RELATED SYSTEMS AS REQUIRED FOR ALL WORK AND MATERIALS IN ACCORDANCE WITH ALL LOCAL REGULATORY AGENCIES AND APPLICABLE BUILDING CODES.

AutoCAD SHX Text 2.

AutoCAD SHX Text ALL INFORMATION SHOWN ON THE DEMOLITION PLAN ARE NOT INTENDED TO REPRESENT THE TOTAL SCOPE OF THE DEMOLITION CONTRACT. THE INTENT OF THESE DRAWINGS IS TO ASSIST THE GENERAL CONTRACTOR WITH ESTIMATION ONLY WITHOUT LIMITING DEFINITION OF SCOPE. THE INTENT OF DEMOLITION IS TO COMPLETELY REMOVE ALL ITEMS, EXCEPT AS NOTED OTHERWISE, WITHIN THE CONTRACT AREA TO THE ORIGINAL STRUCTURE AS NECESSARY TO PREPARE FOR NEW CONSTRUCTION WORK SHOWN IN THESE CONTRACT DOCUMENTS.

AutoCAD SHX Text ALL CONSTRUCTION SHALL COMPLY BUT NOT BE LIMITED TO ALL CURRENT AMENDMENTS AND REVISIONS: INTERNATIONAL BUILDING CODE 2021 ELECTRICAL CODE 2017 NEC MECHANICAL CODE 2018 IMC PLUMBING CODE 2018 IPC ACCESSIBILITY CODE ABAAS 2015 ENERGY CODE 2018 IECC CLIMATE ZONE: 4 4 ATTIC R-VALUE: R-40 R-40 WOOD FRAMED WALLS: R-20 R-20 FLOOR JOISTS/FRAMING: R-30 R-30 CRAWL SPACE WALLS: R-15 R-15 FROST DEPTH: 33" MINIMUM 33" MINIMUM EXT DOOR U-VALUES: 0.30 MAX 0.30 MAX WINDOW U-VALUES: 0.27 MAX0.27 MAX

%%UGOVERNING CODES:

G) NORTH, FACING CAMPGROUND RD CD NORTH, FACING CAMPGROUND RD Q) NORTH, FACING CAMPGROUND RD

. ~-,.__: - : ,.~·-,¼

CDs. EAST, FACING PROPANE TANK CD SOUTH, FACING RADIO TOWER ® UTILITIES IN SLAB

(j) PROPANE TANK AND ENCLOSURE ® NORTH, FACING CAMPGROUND RD ® PROPANE HOOKUP

EXISTING WALK TO REMAIN -

EXISTING PROPANE-, f"..._

TANK TO REMAIN / ' ,

EXISTING FENCE / "-.

AND GATE ~ , ,

SAWCUT

EXISTING FlAGPOLE

DEMO CONC TO REMAIN~ 12' -o" 321-10"

DEMO CONC WALK

DEMO CONC

STOOP

STOOP ±27'-4"

WATER TOWER

CONNECT, N.I.C

DEMO BY NPS.

''i' V PROPANE HOOKUP, 1o PHOTO 9/AD1

.-------•-----''--'le= 1.,a i___l DEMO CONCRETE SLAB

~ ~ 0 EXTENTS TO REPLACE

~ WATER ½ °'-i UTILITIES, PHOTO 6/AD1 f4 ELECTRIC ___,,IC ~ SEWER ~

HOTO

4/AD

WATER/SEWER/ELEC

DEMO SLAB EXTENTS

TO REPLACE UTILITIES

DEMO CONC

STOOP

58'-4"

PHOTO

5/AD

4'-0" 10'-7" i--

EXISTING CONC SLAB,

PHOTO 8/AD1

RADIO TOWER, N.I.C.

DEMO BY NPS

PARKING LOT

Mark

'--- EXISTING PARKING LOT

TO REMAIN

@DEMO PLAN

AD1 SCALI 1;s· = 1· -o·

Sheet REVISION Date Initial DESIGNED: SUB SHEET NO.

AMM

@r.•1•1•1

AD1 AMM

TECH. REVIEW:

DATE:

5-5-2022

TITLE OF SHEET DRAWING NO.

DEMO PLAN 614

80110

& SITE PHOTOS PMIS

SHEET

NO.

324 rn 088 OZARK NATIONAL SCENIC RIVERWAYS - 6 ROUND SPRING, EMINENCE, MISSOURI -- OF

AutoCAD SHX Text

DESIGNED:

AutoCAD SHX Text

TECH. REVIEW:

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

TITLE OF SHEET

AutoCAD SHX Text

SUB SHEET NO.

AutoCAD SHX Text

DRAWING NO.

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

NO.

AutoCAD SHX Text

PMIS

AutoCAD SHX Text

AutoCAD SHX Text Date

AutoCAD SHX Text Mark

AutoCAD SHX Text Sheet

AutoCAD SHX Text

REVISION

AutoCAD SHX Text Initial

AutoCAD SHX Text 5-5-2022

AutoCAD SHX Text

AMM

AutoCAD SHX Text

OZARK NATIONAL SCENIC RIVERWAYS ROUND SPRING, EMINENCE, MISSOURI

AutoCAD SHX Text

AutoCAD SHX Text 614 80110

AutoCAD SHX Text

AutoCAD SHX Text 324 088 --

AutoCAD SHX Text

DRAFT NOT FOR CONSTRUCTION

AutoCAD SHX Text

AMM

AutoCAD SHX Text

AD1

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DEMO PLAN

AutoCAD SHX Text

& SITE PHOTOS

AutoCAD SHX Text

DEMO PLAN

AutoCAD SHX Text

AD1

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SCALE 1/8" = 1'-0"

AutoCAD SHX Text

EXISTING FLAGPOLE TO REMAIN

AutoCAD SHX Text

DEMO CONC STOOP

AutoCAD SHX Text

DEMO CONC STOOP

AutoCAD SHX Text

DEMO CONC STOOP

AutoCAD SHX Text

EXISTING PROPANE TANK TO REMAIN

AutoCAD SHX Text

EXISTING FENCE AND GATE

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ELECTRIC

AutoCAD SHX Text

WATER

AutoCAD SHX Text

SEWER

AutoCAD SHX Text

RADIO TOWER, N.I.C. DEMO BY NPS

WATER/SEWER/ELEC DEMO SLAB EXTENTS TO REPLACE UTILITIES

AutoCAD SHX Text

PROPANE HOOKUP, PHOTO 9/AD1

AutoCAD SHX Text

PARKING LOT

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DEMO CONC WALK

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WATER TOWER CONNECT, N.I.C DEMO BY NPS.

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NORTH, FACING CAMPGROUND RD

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1/AD1

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PHOTO

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NORTH, FACING CAMPGROUND RD

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NORTH, FACING CAMPGROUND RD

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S. EAST, FACING PROPANE TANK

AutoCAD SHX Text

SOUTH, FACING RADIO TOWER

AutoCAD SHX Text

UTILITIES IN SLAB

AutoCAD SHX Text

PROPANE TANK AND ENCLOSURE

AutoCAD SHX Text

NORTH, FACING CAMPGROUND RD

AutoCAD SHX Text

PROPANE HOOKUP

AutoCAD SHX Text

2/AD1

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PHOTO

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4/AD1

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PHOTO

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5/AD1

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PHOTO

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3/AD1

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PHOTO

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7/AD1

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PHOTO

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EXISTING CONC SLAB, PHOTO 8/AD1

AutoCAD SHX Text

EXISTING WALK TO REMAIN

AutoCAD SHX Text

EXISTING PARKING LOT TO REMAIN

AutoCAD SHX Text

SAWCUT

PORCH

RAILING~""

8'-4"

EXTERIOR PORCH

N I

L/)

,___ CONCRETE PAVEMENT .t

RAMP NJ.C., WORK BY NPS

IN SEPARAlE CONTRACT b I co

18' -6"

@ FRONT ROOM

9'-8"

5'-6" 6'-10"

VAULTED GWB

CEILING

so'-o"

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SURFACE MOUNTED

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:-----'---------:- AND LADDER ~

' 0 I co

~ RECESSED CYLINDER

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2 '\ REFLECTED CEILING PLAN

w 4'-o" , 6'-1"

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" I N N

*SEE SPECIFICATION SECTION 102800 "TOILET

ACCESSORIES" FOR ADDITIONAL DETAIL

~ SINK, SEE MECH.

CD PLAN ® ELEVATION

R□□M FINISH SCHEDULE

R□□M

NUMBER R□□M NAME FLOOR

FINISH \,I ALL FINISH CEILING FINISH CEILING

HEIGHT

D□□R

NUMBER

101B

FRONT R□□M LAMINATE

\JDDD

\JDDD LOG 8c

PAINTED G\JB

VAULTED

PAINTED G\JB

MULTI-PURPOSE LAMINATE \JDDD LOG 8c

PAINTED G\JB PAINTED G\JB

R□□M \JDDD

RESTROOM

OFFICE

LOCATION

LAMINATE

\JDDD

LAMINATE

\JDDD

LAMINATE

\JDDD

D□□R

\JDDD LOG,

PAINTED G\JB,

CERAMIC TILE

\JET \JALL

\JDDD LOG 8c

PAINTED G\JB

\JDDD LOG 8c

PAINTED G\JB

SCHEDULE

DIMENSIONS

PAINTED G\JB

MATERIAL

FRONT R□□M 3'-0' X 7'-0' FIBERGLASS

ENTRY D□□R

MULTI-PURPOSE 3'-0' X 7'-0' INTERIOR \JDDD

R□□M

MULTI-PURPOSE 1'-10.5' X 4'-6' ALUMINUM 8c \JDDD

R□□M CEILING

RESTROOM 3'-0' X 7'-0' INTERIOR \JDDD

OFFICE 103 3'-0' X 7'-0' INTERIOR \JDDD

OFFICE 104 3'-0' X 7'-0' INTERIOR \JDDD

GENERAL P1AN NOTES;

1. INTERIOR PARTITION WALLS SHALL BE PAINTED 5/8" GWB WITH WOOD TRIM BASE BOARD.

2. INTERIOR FINISH OF EXTERIOR □-LOG WALLS SHALL BE STAINED AND SEALED WITH WOOD TRIM BASE BOARD.

3. ALL FLOORS TO BE LAMINATE WOOD FLOOR WITH UNDERLA YMENT.

4. ALL DOORS AND WINDOWS SHALL HAVE WOOD JAMBS/SILLS AND 3-1/2" CASING.

5. SEE SPECIFICATION SECTION 087100 FOR DOOR HARDWARE.

6. INSULATE CRAWL SPACE RIM JOISTS AND FLOORS/FLOOR JOISTS WITH SPRAY FOAM.

7. INSTALL ATTIC HATCH BETWEEN ROOF /CEILING JOISTS IN APPROXIMATELY SHOWN AREA.

±16'-0' AT

RIDGE

9'-0' AFF

HARD\,/ ARE SET

Mark Sheet REVISION Date Initial DESIGNED: SUB SHEET NO. TITLE OF SHEET DRAWING NO.

t---+---+--------+----+----1AMM t---+---+--------+----+----t ;;;;~;:;;:•:t•:;:::;i••.-----7 t--+---+--------+---+----IAMM t---+---+--------+----+----tTECH. REVIEW:

l--+---+--------+---+----1--t---+---+--------+----+----t DATE:

11/15/2022

A1 FLOOR PLAN & ag~to

REFLECTED CEILING PLAN PMIS SHEET

NO.

OZARK NATIONAL SCENIC RIVERWAYS

ROUND SPRING, EMINENCE, MISSOURI

324 []]

088 -==- OF 6

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FRONT ROOM

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MULTI-PURPOSE RM

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OFFICE

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RESTROOM

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OFFICE

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SIM

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SINK, SEE MECH.

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TOILET, SEE MECH.

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GB-2

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GB-1

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SINK SEE MECH.

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TOILET SEE MECH.

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PH-1

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GB-2

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SD-2

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MR-1

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TDWR-1

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TSCD-1

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NDDL-1 WHEN OCCURS

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*SEE SPECIFICATION SECTION 102800 "TOILET ACCESSORIES" FOR ADDITIONAL DETAIL.

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%%UPLAN

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%%UELEVATION

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%%UELEVATION

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B.O. REFLECTIONREFLECTION

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GB-3

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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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REVISION

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AutoCAD SHX Text 5-5-2022

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AMM

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OZARK NATIONAL SCENIC RIVERWAYS ROUND SPRING, EMINENCE, MISSOURI

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AutoCAD SHX Text 614 80110

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DRAFT NOT FOR CONSTRUCTION

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AMM

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FLOOR PLAN &

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REFLECTED CEILING PLAN

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FLOOR PLAN

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SCALE 1/4" = 1'-0"

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EXTERIOR PORCH

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CONCRETE PAVEMENT & RAMP N.I.C., WORK BY NPS IN SEPARATE CONTRACT

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REFLECTED CEILING PLAN

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SCALE 1/4" = 1'-0"

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RECESSED CYLINDER LIGHTS, TYP

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FRONT ROOM: VAULTED GWB CEILING

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SURFACE MOUNTED LINEAR FIXTURES, TYP

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ROOM FINISH SCHEDULE

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ROOM NUMBER

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ROOM NAME

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FLOOR FINISH

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WALL FINISH

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CEILING FINISH

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CEILING HEIGHT

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FRONT ROOM

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LAMINATE WOOD

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WOOD LOG & PAINTED GWB

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VAULTED PAINTED GWB

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±16'-0" ATRIDGE

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MULTI-PURPOSE ROOM

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LAMINATE WOOD

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WOOD LOG & PAINTED GWB

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PAINTED GWB

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9'-0" AFF

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RESTROOM

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LAMINATE WOOD

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WOOD LOG, PAINTED GWB, CERAMIC TILE WET WALL

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PAINTED GWB

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9'-0" AFF

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OFFICE

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LAMINATE WOOD

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WOOD LOG & PAINTED GWB

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PAINTED GWB

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9'-0" AFF

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OFFICE

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LAMINATE WOOD

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WOOD LOG & PAINTED GWB

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PAINTED GWB

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9'-0" AFF

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DOOR SCHEDULE

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DOOR NUMBER

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LOCATION

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DIMENSIONS

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MATERIAL

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HARDWARE SET

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FRONT ROOM

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FIBERGLASS ENTRY DOOR

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MULTI-PURPOSE ROOM

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INTERIOR WOOD

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RESTROOM

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INTERIOR WOOD

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OFFICE 103

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INTERIOR WOOD

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OFFICE 104

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INTERIOR WOOD

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%%UGENERAL PLAN NOTES:

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1. INTERIOR PARTITION WALLS SHALL BE PAINTED 5/8" GWB WITH WOOD TRIM BASE BOARD. INTERIOR PARTITION WALLS SHALL BE PAINTED 5/8" GWB WITH WOOD TRIM BASE BOARD. 2. INTERIOR FINISH OF EXTERIOR D-LOG WALLS SHALL BE STAINED AND SEALED WITH WOOD TRIM BASE BOARD. INTERIOR FINISH OF EXTERIOR D-LOG WALLS SHALL BE STAINED AND SEALED WITH WOOD TRIM BASE BOARD. 3. ALL FLOORS TO BE LAMINATE WOOD FLOOR WITH UNDERLAYMENT. ALL FLOORS TO BE LAMINATE WOOD FLOOR WITH UNDERLAYMENT. 4. ALL DOORS AND WINDOWS SHALL HAVE WOOD JAMBS/SILLS AND 3-1/2" CASING. ALL DOORS AND WINDOWS SHALL HAVE WOOD JAMBS/SILLS AND 3-1/2" CASING. 5. SEE SPECIFICATION SECTION 087100 FOR DOOR HARDWARE. SEE SPECIFICATION SECTION 087100 FOR DOOR HARDWARE. 6. INSULATE CRAWL SPACE RIM JOISTS AND FLOORS/FLOOR JOISTS WITH SPRAY FOAM.INSULATE CRAWL SPACE RIM JOISTS AND FLOORS/FLOOR JOISTS WITH SPRAY FOAM.

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PORCH RAILING

ROOF EAVE & SOFFIT

RAMP N.I.C., TO BE

INSTALLED BY PARK \

CXJ

I -

I -N

--0

2'-0"

TYP . .

L.- L.-

PORCH WOOD RAILING

AND WOOD POSTS

~ I I I I I I I I I I I I I I I I I I I

I I I I I I I I I I I I I I I I I I I I

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

8"-4" 50'-Q"

@ WEST ELEVATION

SCAlf 1/4• = 1•-0•

LAMINATE WOOD FLOOR,

UNDERLAYMENT, AND

SUBFLOORING

__.J-,_3'-6"_ -er-FINISHED FLOOR

SPRAY FOAM INSULATION

FLOOR JOISTS --

INTERIOR

CRAWL SPACE

EXTERIOR

6x8 DOUBLE TONGUE

AND GROOVED-LOG

SILL LOG OR DIMENSIONAL

LUMBER RIM JOIST

,,-- ANCHOR BOLT SILL PLATE

PER MANUFACTURER'S

RECOMMENDATION

~ ~------ SILL GASKET

..--- 8x8x16 CMU, GROUTED FULL

...--EPOXY ANCHOR DOWELS

AT 6" O.C. OR PER

111h o' - o" - ---- ......... ....----,,.....-.-,-...--__.\-.L~ ~ ,.., MANUFACTURERS 'I' · . .i . : . · . -~ ..... ·.,, RECOMMENDATION TOP OF SLAB •• •·• · .. ~-., ... •· . . .. . . r----=::::---·. .• . . .. ~ : . . ., @ ANCHORING DETAIL l

4'-2"

----- GRADE

----- EXISTING SLAB

1'-0"

.....___ LINE OF CEILING

lYP WALL AND

BASE CABINET

I I

(ff) CASEWORK ELEVATION CASEWORK SECTION @ SCAlf 1 /2• = 1 •-0•

I b I

I L..- l l .1

I I I I I I

I I I I I I I I I I I I

' N I

' 0

I I I

I I I I I I

I I I

2'-0" b

TYP ~

I • I 'i:o

L.- ~

I I I I I I

I I I I I I I I I I I I .

4'-0"

' N L-- I

' 0

~ ~ II"

12 1/ 11

~ II 1/ 11

' 0

I i': • I • ~ ,_ - E

!- - I / I_ / L.- !- / b -!- - 1 / I -· ;-

(X) I_ - ' 1= ! ,- ' ,-, ' -I 1= 1 ' 1= ' .

tO I I I I I ~ I I I I I ;,, I I I I . r I ' I ' I I I ffi NORTH ELEVATION SCAlf 1/4• = 1•-0•

- I ,-, - ___.. ---

I I I I I I I I I

I I I I I ' I I I

2'-0 ..

TYP ,

" 1/1

9' -0" AFF .J.

JOIST BEARING r

8" AFF +

ROOF EAVE

GUTTERS AN D

s DOWNSPOUT

,,,,.,,,.----PORCH WOO

RAILING

2·-0 ..

TYP

3'-6" +

FINISHED -FLOOR

D'-o" --+

TOP OF SLAB

9'-0" AFF

JOIST BEARING

8" AFF +

ROOF EAVE

GUTTERS AND

DOWNSPOUTS

+------------'k-'° I

3' -6" .b --=Fl Nee-I SHED FLOOR "I'

1'-0"

WINDOW SCHEDULE

'--- LINE OF CEILING

---2 ADJUSTABLE

SHELVES

----1/4" BACKING,

FINISH TO MATCH

CABINET INTERIOR

.---1X WOOD

BLOCKING/CLEATS

FLUSH CABINET ,11---- DOOR, SEE ELEVATION

.--It-- ¾" BACKING, FINISH TO

MATCH CABINET INTERIOR

---1X WOOD

BLOCKING/CLEATS

ll::=::=5E~-::-- TOE KICK

BASE SINK CABINET

1 /2" SCALE

<O CONCRETE

SPLASH BLOCK

® SOUTH ELEVATION

SCAlf 1/4• = 1•-0•

Date Initial DESIGNED:

1---+-+---------+-+-----1AMM

1-----1-----1-----------+--+---t ;;@r;;:;,.;= • .=1.•1 -----1

Mark Sheet REVISION

1---+-+---------+-+---IAMM

-------1

1-----1-----1-----------+--+---t TECH. REVIEW:

1-----t-----t-----------+--+---t DATE:

5-5-2022

SUB SHEET NO.

A2 o· -o" -----"'

TOP OF SLAB---..,,-

TITLE OF SHEET

EXTERIOR

AND

ELEVATIONS

DETAILS

OZARK NATIONAL SCENIC RIVERWAYS

ROUND SPRING, EMINENCE, MISSOURI

DRAWING NO.

80110

PMIS

NO.

SHEET

324 []]

-==. OF 6

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1:12 MAX

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FINISHED FLOOR

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TOP OF SLAB

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FINISHED FLOOR

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TOP OF SLAB

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FINISHED FLOOR

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TOP OF SLAB

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8" AFF

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ROOF EAVE

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9'-0" AFF

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JOIST BEARING

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8" AFF

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ROOF EAVE

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9'-0" AFF

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JOIST BEARING

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FINISHED FLOOR

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TOP OF SLAB

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CASEWORK SECTION @ 1/2" SCALE

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2 ADJUSTABLE SHELVES

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1/4" BACKING, FINISH TO MATCH CABINET INTERIOR

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1X WOOD BLOCKING/CLEATS

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SOLID SURFACE COUNTERTOP AND 4" BACKSPLASH

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1X WOOD BLOCKING/CLEATS

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TOE KICK

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ADJUSTABLE SHELF

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DOOR

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TYPICAL DRAWER CONSTRUCTION

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14" BACKING, FINISH TO MATCH CABINET INTERIOR

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TYP WALL AND BASE CABINET

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BASE SINK CABINET

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SOLID SURFACE COUNTERTOP AND BACKSPLASH

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1X WOOD BLOCKING/CLEATS

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TOE KICK

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14" BACKING, FINISH TO MATCH CABINET INTERIOR

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FLUSH…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Mar 13, 2023.