Chief Logan HVAC Plans 17Dec25.pdf

PENNSYLVANIA OFFICE

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PHONE: (724) 966 - 5655

WEST VIRGINIA OFFICE

54 WEST RUN RD

MORGANTOWN, WV 26508

PHONE: (304) 291 - 2234

CHIEF LOGAN LODGE HVAC REPAIRS - REBID

MEI PROJECT # 23015

DWG TITLE

COVER

C000 COVER PAGE

STRUCTURAL

S000 GENERAL NOTES

S103 NEW RTU LEVEL STRUCTURAL PLAN

S200 STRUCTURAL DETAILS

ARCHITECTURAL

A000 PROJECT GENERAL NOTES, ABBREVIATIONS, & SYMBOLS

A001 OVERALL FLOOR PLANS

A002 OVERALL FLOOR PLANS

A011 LEVEL 1 AREA 'B' DEMO PLANS

A101 LEVEL 1 AREA 'B' PLAN

A102 LEVEL 3 LODGE PLANS

A103 CONF. ROOF PLAN

A111 LODGE REFLECTED CEILING PLANS

A112 CONFERENCE REFLECTED CEILING PLAN

A301 BUILDING AND WALL SECTIONS

A401 ENLARGED PLANS & ELEVATIONS

A501 DETAILS

A601 PARTITION SCHEDULE & DETAILS

MECHANICAL

M000 MECHANICAL ABBREVIATIONS

M001 MECHANICAL DEMO PLAN

M002 MECHANICAL DEMO PLAN

M003 MECHANICAL DEMO PLAN

M004 MECHANICAL DEMO PLAN

M005 MECHANICAL DEMO PLAN

M006 MECHANICAL DEMO PLAN

MEI PROJECT # 23015

DWG TITLE

M101 MECHANICAL DUCTWORK PLAN

M102 MECHANICAL DUCTWORK PLAN

M103 MECHANICAL DUCTWORK PLAN

M104 MECHANICAL DUCTWORK PLAN

M105 MECHANICAL DUCTWORK PLAN

M106 MECHANICAL DUCTWORK PLAN

M107 MECHANICAL DUCTWORK PLAN

M108 MECHANICAL DUCTWORK PLAN

M109 MECHANICAL PIPING PLAN

M110 MECHANICAL PIPING PLAN

M111 MECHANICAL PIPING PLAN

M112 MECHANICAL PIPING PLAN

M113 MECHANICAL PIPING PLAN

M114 MECHANICAL PIPING PLAN

M115 MECHANICAL PIPING PLAN

M201 MECHANICAL SECTIONS

M202 MECHANICAL SECTIONS

M203 MECHANICAL SECTIONS

M401 ENLARGED MECHANICAL PLANS

M402 ENLARGED MECHANICAL PLANS

M403 ENLARGED MECHANICAL PLANS

M404 ENLARGED MECHANICAL PLANS

M405 ENLARGED MECHANICAL PLANS

M406 ENLARGED MECHANICAL PLANS

M501 MECHANICAL ONE-LINES

M502 MECHANICAL ONE-LINES

M503 MECHANICAL DETAILS

M504 MECHANICAL DETAILS

MEI PROJECT # 23015

DWG TITLE

M505 MECHANICAL DETAILS

M601 MECHANICAL SCHEDULES

M602 MECHANICAL SCHEDULES

M901 MECHANICAL PERSPECTIVE

M902 MECHANICAL PERSPECTIVE

ELECTRICAL

E000 ELECTRICAL ABBREVIATIONS

E001 ELECTRICAL DEMO PLAN

E002 ELECTRICAL DEMO PLAN

E003 ELECTRICAL DEMO PLAN

E004 ELECTRICAL DEMO PLAN

E005 ELECTRICAL DEMO PLAN

E101 ELECTRICAL PLAN

E102 ELECTRICAL PLAN

E103 ELECTRICAL PLAN

E104 ELECTRICAL PLAN

E105 ELECTRICAL PLAN

E401 ENLARGED ELECTRICAL PLANS

E402 ENLARGED ELECTRICAL PLANS

E403 ENLARGED ELECTRICAL PLANS

E404 ENLARGED ELECTRICAL PLANS

E501 ELECTRICAL DETAILS & ONE-LINES

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

PLUMBING

P401 ENLARGED SANITARY PLUMBING PLAN

P402 ENLARGED SANITARY PLUMBING PLAN

*NOTE: ORIGINAL PDF IS IN COLOR*

1. Design Code: International Building Code (IBC) - 2018.

2. No provisions have been made for future horizontal or vertical expansion.

3. General Contractor shall verify all dimensions and conditions related to existing construction, existing services, and the site.

4. Construction loads shall not exceed design live loads. Shoring and re-shoring is the responsibility of the General Contractor.

5. The project is only stable in its completed form. The requirement for any and all bracing, shoring, or temporary supports and the planning sequences requiring them is the responsibility of the contractor.

Arrow Engineering's Scope of Services:

Arrow Engineering has been engaged to provide framing plans a new RTU level platform above the existing roof. No additional structural analysis, including lateral stability, has been conducted as part of these plans on the existing structure. Arrow Engineering has not been engaged to take over as the Engineer of Record for the original building project.

General Notes:

Design Data:

1. Contractor assumes responsibility for job site conditions, including safety of all persons, property, and condition of materials, during the course of work and for the duration of the project. The contractor shall indemnify and hold Owner and Structural Engineer harmless from any and all liability, real or alleged, in connection with the performance of the work on this project, excepting for liability arising from the sole negligence of Owner or Structural Engineer.

2. The structural engineers work as presented in these documents represents the finished structure. Where deemed necessary to convey the intent of the structural engineer's design, information regarding the existing structure may be provided on these documents; however it is the responsibility of the contractor to verify all existing conditions and dimensions. The contractor shall provide all measures necessary to protect the new and existing structure during construction. Such measures shall include, but not be limited to: protection of sub-grade from freezing conditions, bracing of elements, shoring for loads due to construction equipment, temporary structures, and partially completed work.

The contractor shall also assume responsibility for all temporary shoring, falsework, or required bracing to accomplish this work.

3. Observation visits to the site by structural engineer shall not include inspection of any item and a third party inspector shall complete all required inspections of the site.

4. The means and methods of construction rest solely in the responsibility of the contractor and the structural engineer has no control over or charge of these items nor shall not be responsible in any way for construction means, methods, techniques, sequences, or procedures, or safety or safety precautions and programs in connection with any construction activities, since these are solely contractor’s responsibility.

5. The structural engineer will not be held responsible for the contractor's schedule or ability to carry out any construction activities in accordance with the contract documents or their own agreed upon timeline with the owner. Nor shall the structural engineer have control over or charge of actions of Contractor, Subcontractor, or any of their Agents, or employees, or any other persons performing portions of any construction activities. All inquiries to the engineer that arise during construction and all submittal reviews shall be allotted 14 days for responses.

Construction Means & Methods:

1. The project manual shall govern all submittal requirements.

2. The general contractor shall review, check, and stamp "Approved" all shop drawings prior to submitting them to the Architect. Shop drawings which have not been stamped "Approved" by the General Contractor do not conform to the requirements of the Contract Documents and will be rejected.

3. The General Contractor shall provide a shop drawing submittal schedule for anticipated submittals at least two weeks prior to submittal of the first set of shop drawings.

4. Submittals including shop drawings must be approved prior to the start of fabrication. All parties proceed at their own risk without approval on submittals.

The maximum turn-around time for shop drawings will be two weeks (ten working days) from the date of receipt to Arrow Engineering to the date of return delivery. The general contractor is encouraged to communicate with

Arrow on the need for faster approval times or when larger amounts of submittals are anticipated. All efforts will be made to expedite approval when requested.

5. Reproducing Arrow's drawings in whole or in part for use in shop drawings is cause for rejection of the entire submittal. All shop drawings and details shall be original and complete.

6. Electronic copies of Arrow's drawings may be available on a case-by-case basis for an additional charge. Requests for files must be submitted with as much lead time as other submittals.

An outline summary of the expected submittals and shop drawings is provided below (the requirements of the project manual, if provided, govern):

- Structural Steel Shop Drawings

- Field measurements (By GC) for items noted

Shop Drawing and Submittal Requirements:

1. No provision of any referenced standard specification, manual or code

(whether or not specifically incorporated by reference in the contract documents) shall be effective to change the duties and responsibilities of owner, contractor, engineer, supplier, or any of their consultants, agents, or employees from those set forth in the contract documents. Nor shall it be effective to assign to the structural engineer of record (or any of the structural engineer of record's consultants, agents, or employees) any duty or authority to supervise or direct the furnishing or performance of the work or any duty or authority to undertake responsibilities contrary to the provisions or the contract documents.

2. Contractor shall review the project site and contract documents and warrants that it has the capacity to complete the project as planned for the project budget and within the timeline allotted to the owner.

3. Contract documents include those which are published directly by Arrow

Engineering including by not limited to, the structural documents (drawings and specifications). They do not include shop drawing, vendor drawings, or materials prepared and submitted by the contractor. Any acceptance of shop drawings or vendor supplied documents is for general conformance with Arrow's intent only.

4. Reference to standard specifications or any technical society, organization, or association or to codes of local or state authorities, shall mean the latest standard, code, specification or tentative specification adopted at the date of taking bids, unless specifically stated otherwise.

5. Where a conflict occurs within the contract documents to any recognizable material specification or building code, the strictest requirement shall govern.

6. Contractor shall obtain and coordinate edge of slab and roof deck edge dimensions with other disciplines (which may include vendor supplied information only available after bidding), opening locations and size, depressed slab locations and extents, slab slopes, curb locations, and non-structural wall locations. Architect/Structural engineer shall be notified of any discrepancy or omission. In the event of discrepancies, the non-structural architectural details shall govern.

7. The responsibility for all means, methods, sequences, techniques, and procedures used during construction is the responsibility of the contractor.

8. Contractor has sole responsibility to comply with all OSHA regulations.

9. The following list of items are not the responsibility of Arrow Engineering and have not been included in the scope of work (unless noted otherwise). These items are considered to be a delegated design under the responsibility of the contractors. All work for these items shall be completed under the direction of a licensed Professional Engineer in the state where the work is located and submitted to Arrow Engineering for approval prior to beginning work.

- Steel, concrete pan, or timber framed stairs and their connections

- Guardrail and handrail

- Cold formed metal framing

- Furnishing and finishes

- Storage or shelf systems

- Waterproofing or thermal envelope details below or above grade

- Elevator rail and hoist coordination requirements

Performance and Quality Requirements:

1. Where provided, dimensions related to existing conditions have been provided for general reference only based on assumed data, information from the original documents, previous design work, or information gathered during field investigations by Arrow Engineering. The information shown may not accurately depict all existing conditions related to construction.

2. Contractor shall verify all existing dimensions and elevations and shall notify

Arrow Engineering for any discrepancies.

Existing Conditions:

1. All steel deck to be manufactured, designed, and fabricated in accordance with the provisions of the latest edition of the Steel Deck Institute "Manual of

Construction with Steel Deck" and requirements of the American Iron and Steel

Institute (AISI) latest edition.

2. Steel deck to be supplied and detailed as indicated on the drawings.

3. Unspecified steel deck to be designed by the contractor to support the dead and live loads specified in this project for the span length and number of spans.

4. Composite deck may need to be shored for the spans indicated on the drawings. Contractor and supplier to confirm with the actual deck type chosen whether shoring is required. Shoring design is the responsibility of the contractor.

5. Deck specification is based on materials supplied by New Millennium building systems. Substitutions are acceptable if accompanied by evidence of matching this specification.

6. Concrete over steel deck applications are to be finished level. The weight of wet concrete will cause deflections in the steel framing. Any extra concrete required to achieve levelness is to be accounted for in the contractor's estimate.

If the thickness of concrete required to achieve levelness exceeds 1/4 the depth of the concrete specified, cease pouring and notify Arrow Engineering immediately.

7. Contractor and deck supplier to coordinate location of all embedded items, cutouts, or features from other disciplines such as mechanical, electrical, or architectural items.

Steel Roof and Composite Deck:Structural Steel:

1. Detailing, fabrication, and erection of all structural steel work shall conform to the following codes and standards:

• The 16th edition of the American Institute of Steel Construction (AISC)

Steel Construction Manual.

• ANSI/AISC 360-22 – Specification for Structural Steel Buildings.

• ANSI/AISC 303-22 – Code of Standard Practice for Structural Steel

Buildings and Bridges.

2. Structural Steel materials shall conform to the following ASTM Specifications unless noted otherwise in the drawings or details:

• Wide-flange shapes, and channels (W, WT, C, MC): A992, Fy = 50 ksi

• Hollow Structural Sections (HSS): A500, Gr. C, Fy = 50 ksi

• Pipe: A53 Gr. B, Fy = 35 ksi

• All other steel shapes (L, M, S, HP, Plates, Bars): A572 Gr. 50, Fy = 50 ksi

3. All steel shall receive a shop coat of primer at a minimum dry thickness of 1 mil. Prior to application of primer, steel surface shall be prepared in accordance with SSPC-SP1/SSPC-SP2 at minimum. Do not apply primer at the following locations: steel to be galvanized, steel to be embedded in concrete, steel surfaces to receive field welds, steel surfaces at slip critical connections, steel to receive spray-on fire proofing (locations as indicated by Architect). For areas indicated to be painted by the Architect, the primer must be compatible with the paint to be applied.

4. All exterior steel, including that which is installed outside of the controlled building envelope, and interior steel in humid environments shall be hot-dip galvanized per ASTM A123. Prior to galvanizing, steel surface shall be prepared by pickling in accordance with SSPC-SP8. Repair damaged or uncoated hot-dip galvanized coatings in accordance with ASTM A780.

5. Areas indicated as Architecturally Exposed Structural Steel (AESS) shall conform to Category AESS 2 per AISC 303-22, Table 10.1, at minimum, unless indicated otherwise in the drawings or details.

6. Splicing or penetrating structural steel members is prohibited unless indicated in the drawings or with the written approval of Arrow Engineering.

7. Where no camber is indicated, fabricate beams so that any natural camber is upward after erection.

8. Provide drain/weep holes in all steel as required to prevent the accumulation of water. All penetrations through main members shall not exceed 1” in diameter, shall be ground smooth, and kept clean and open.

9. Exposed ends of HSS members shall be capped with ½” plate unless noted otherwise.

10. Field modification of structural steel is prohibited without prior approval of the Architect and Arrow Engineering.

11. All copes, holes, openings, and modifications required in structural steel members for erection or the work of other trades shall be shown on the shop drawings for approval of the Architect and Arrow Engineering.

12. Column schedules provided in this drawing set are for general information only and may not include all columns located on the project. Noted top and bottom of steel elevations are nominal. Cap plates, base plates, grout, etc. will affect the fabricated length and should be taken into account by the steel detailer.

13. The steel fabricator shall be certified under the AISC Quality Certification

Program unless directed by the owner with consideration from Arrow

Engineering.

Steel Connections:

1. Structural steel connections in this drawing set are labeled Engineered

Connections in accordance with AISC 303-22 section 3.2.3.

2. Engineered Connections:

• Connection details identified as an “Engineered Connection” shall be selected or completed by an experienced steel detailer in accordance with AISC 303-11 Section 3.2.3 Option 2.

• These connections have been engineered but shall be detailed by an experienced steel detailer using reference information provided in the connection details in the selection or completion of the connections.

• The connections shall be detailed by the Steel Detailer in the approval documents for each of the configurations on the project and submitted to the Engineer of Record.

3. Structural steel connection materials shall conform to the following ASTM

Specifications unless noted otherwise in the drawings or details:

• Bolts: F3125 Gr. A325.

• Anchor Rods: F1554 Gr. 36.

• Threaded Rods: A36.

• Welding Electrodes: E70XX

• Welded Studs: A108 Headed Studs

• Plates and Bars: A572 Gr. 50, Fy = 50 ksi.

4. All bolted connections shall utilize High-Strength bolts in accordance with the

‘Specification for Structural Joints Using High-Strength Bolts’ prepared by the

Research Council on Structural Connections. Minimum bolts shall be ¾”, matched with a nut and washer of the appropriate grade, unless noted otherwise in the drawings or details. Threads shall be included in the shear plane unless certified by Arrow Engineering or the CDE.

5. All welding shall be performed by certified welders in strict accordance with the standards of AWS D1.1: Structural Welding Code – Steel and the AISC Steel

Construction Manual. Shop weld to the greatest extent possible. Field weld only where specified in the construction drawings or where specifically approved by

Arrow Engineering.

6. Connection design reactions provided on the framing plans are factored

Allowable Strength Design (ASD) loads unless noted otherwise. Where shear reaction forces have not been provided, CDE shall design connections for shear per the table below. Where moment reactions are not provided, design shall be based on the moment capacity of the member for the unbraced compression flange dimension. Where there is a conflict or non-specific condition, specific reaction forces will be provided via RFI at the CDE's request.

• W8’s = 10 kips

• W10’s = 12 kips

• W12’s = 16 kips

• W14’s = 18 kips

• W16’s = 20 kips

• W18’s = 22 kips

• W21’s = 24 kips

• W24’s = 26 kips

7. Connecting elements, and any required reinforcement, shall be in accordance with AISC Steel Construction Manual Part 9. Minimum thickness of any connecting plate or angle shall be 3/8” unless noted otherwise. All connections shall be a minimum of half the depth of the beam. Where beams frame into columns, a full depth connection shall be used.

8. Connections requiring axial reaction capacity shall be designed to develop the limiting axial capacity of the member in either compression or tension. Use pre-tensioned joints for all wind bracing connections or connections subject to load reversal.

9. The method of simple shear connections detailed in this drawing set may be changed/selected, at the fabricators request, to the pre-qualified connections from the tables found in Part 10 of the AISC Steel Construction Manual. The steel shop drawings should include all relevant and pertinent information for these connections related to this table including the reference / table number the connection is derived from.

10. The use of slotted holes for bolted connections to aid in erection is permitted in specific locations with explicit approval from Arrow Engineering. Slotted hole dimensions must be sized per the specification of the AISC manual for long or short slotted holes. Where slotted holes are used, the bolt must be welded into place after erection or must be designed as a slip-critical connection. Requests to change the contract documents once completed to accommodate slip-critical connections where they were originally designed as bearing may incur additional charges.

11. Base plates must utilize minimum of (4) anchor rods of at least ¾” in diameter unless noted otherwise in the drawings or details. Sizes for washer and anchor rod holes in baseplates shall be per Table 14-1 in the AISC Steel

Construction Manual. Grout below base plates and bearing plates shall be non-shrink/non-metallic, conforming to ASTM C1107, with a minimum compressive strength of at least twice the compressive strength of the base concrete or masonry but not less than 5,000 psi.

12. All shear studs used in composite beams shall be 3/4" diameter and sized to be the height of the deck where they are used plus 1.5".

13. When the design of simple shear connections as noted above is required to meet minimum shear reaction loads for composite beam connections, the connection shall be designed for the following shear values:

• Beam depth > 21"......................... 1.5 x Reaction

• 14" < Beam depth < 21"................2.0 x Reaction

• Beam depth < 14"..........................2.5 x Reaction

14. The structural steel fabricator shall provide for vertical and horizontal adjustment of all support assemblies.

Miscellaneous Steel Fabrications:

1. The design of metal stairs, landings, ladders, guardrails/handrails, any other metal non-structural building components, and their anchorage to the structure shall be delegated to the steel fabricator. These items shall be designed and detailed under the oversight of a Professional Engineer engaged by the steel fabricator and licensed in the State in which the project is located. The steel fabricator shall submit steel shop drawings and a sealed calculation package, prepared by the PE, for review by Arrow Engineering.

2. Steel stair components, including but not limited to: stringers, treads, landing framing, deck / plates, etc. shall be designed in accordance with NAAMM AMP

510 – Metal Stairs Manual using the applicable load combinations from ASCE 7

‘Minimum Design Loads and Associated Criteria for Buildings and Other

Structures’. Maximum live load deflections of all associated elements shall be the span/360. Refer to the architectural drawings, details, and specifications for dimensions and information not given in the structural drawings.

3. Where required, RTU or HVAC equipment may require supports not specified in the structural contract drawings either because that information was not available to the structural engineer during design or was outside the scope of the structural engineer's responsibility. In such cases, the general contractor or the

HVAC's engineer shall be responsible for providing framing or support for these units and submitting reaction information to Arrow Engineering for acceptance prior to beginning work. Fabricator is responsible for detailing miscellaneous steel under curbs and around openings with the finalized submittals of these items.

4. Loose Steel Lintels shall be hot-dip galvanized per ASTM A123. Prior to galvanizing, steel surface shall be prepared by pickling in accordance with SSPC-

SP8. A minimum of 8” masonry bearing shall be accounted for on each side of openings unless noted otherwise.

5. Bearing Plates shall include a minimum of (2) ½” x 4” headed studs welded to the bottom of the plate and shall be embedded in the base concrete or masonry.

6. Where required, masonry shall be supported by steel shelf angles designed and detailed to support masonry loads. Shelf angles must not exceed 30 ft and shall not continue beyond masonry, concrete, or building joints. Splices between shelf angles shall be made by complete groove weld or butt weld.

7. Metal Gratings, where not specified in the construction drawings, shall be delegated to the steel fabricator and designed in accordance with ANSI/NAAMM

MBG 531 – Metal Bar Grating Manual.

Mechanical Equipment Loads:

AHU 1, 2/3, 4/5 40 PSF

MAU 1,2 40 PSF

Floor Live Loads:

Mechanical Platform 40 psf

Roof Live Loads:

Ordinary Flat Roof 20 psf

Snow Load Data:

Ground Snow Load: Pg 20 psf

Flat Roof Snow Load: Pf 20 psf (min)

Snow Exposure Factor: Ce 1.0

Thermal Factor: Ct 1.0

Snow Load Importance Factor: Is 1.0

Slope Factor(s): Cs 1.0

Wind Load Data:

Basic Design Wind Speed: V 106 mph

Allowable Stress Design Wind Speed: Vasd 100 mph

Risk Category: Risk Category II

Wind Exposure Classification: B

Internal Pressure Coefficient: ± 0.18

Seismic Load Data:

Risk Category: Risk Category II

Seismic Importance Factor: IE 1.00

Mapped Spectral Response Accel. Parameters: Ss = 0.176; S1 = 0.070

Design Spectral Response Accel. Parameters: SDS= 0.188; SD1= 0.113

Seismic Site Class: D (assumed)

Seismic Design Category: B

SFRS: Ex Structure

Geotechnical Design Data:

Allowable Soil Bearing Pressure: 2,000 psf (assumed)

Active Pressure Lateral Soil Load: 60 psf / ft depth

At-Rest Pressure Lateral Soil Load: 100 psf / ft depth

Passive Pressure Lateral Soil Load: 300 psf / ft depth

Coefficient of Friction: 0.25

Modulus of Subgrade Reaction: 100 pci

Flood Design Data:

Flood Design Class: N/A

Other Loads:

Guardrail/Handrail Live Load 50 plf / 200 lbs

HVAC Rooftop Units: Refer to plans

Rain Load Data:

15-Minute Rainfall Intensity: 5.62 in./hr

60-Minute Rainfall Intensity: 2.72 in./hr

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MKH

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

S-000

GENERAL NOTES

19 December 25

MWH

MWH

25.201(Arrow)

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

N O

D

E S

C R

IP

T

IO

N

D A

T E

-17

-2

5 6

6.8

C

CL

CL

7.1

RD1.5

RD1.5: 1.5" B-TYPE G60 20 GAGE STEEL

DECK ATTACHED TO FRAMING WITH

5/8" DIA PUDDLE WELDS AT 12" OC

ALONG ALL FRAMING MEMBERS (TYP)

4.99° 4.98°

22.56°

17.51°

23' - 1 1/2" ± 23' - 1 1/4" ±

22' - 1 7/8" ±

W10X22

( 8' - 10" ) W10X12

( 8' - 10" )

W10X12

( 8' - 10" )

W 8X31*

W 8X31*

W 8X31*

W 8X31*

EX W

* W8X31 IS SHOWN AS A BASIS OF DESIGN FOR BIDDING

PURPOSES. THE SIZE OF THE EXISTING STEEL COLUMNS

SHALL BE CONFIRMED IN THE FIELD PRIOR TO FABRICATION.

ADJUST SPLICE DETAIL SHOWN IN CROSS SECTION

APPROPRIATELY TO MATCH NEW COLUMN SIZE TO

EXISTING AND INCLUDE CONFIRMED STEEL COLUMN SIZE IN

SHOP DRAWINGS PER PROJECT SUBMITTAL REQUIREMENTS.

W

X

/2

W

X

/2

( 8 ' - 1

W

X

( 9 ' - 5

/2

EXISTING COLUMN GRID NOTE: EXACT DIMENSIONS

OF EXISTING GRID / NEW COLUMNS SHALL BE

CONFIRMED IN FIELD PRIOR TO FABRICATION WITH

AS-BUILT EXISTING DIMENSIONS INCLUDED ON THE

STEEL SHOP DRAWINGS AND SUBMITTED FOR

REVIEW PER PROJECT REQUIREMENTS (TYP)

S-103

D

RD1.5

RD1.5RD1.5

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

W10X22

V

.I .F

EX W

EX W

EX W

( 8 ' - 1

W

X

( 9 ' - 5

/2

" ) FIELD VERIFY CORNER AT

EX STRUCTURE (TYP)

16 GAGE POUR STOP AT DECK

EDGE AGAINST EX BUILDING

EXISTING LOW ROOF

EXISTING HIGH ROOF

S-103

W10X22

W10X22

' - 6

' - 6

' - 6

' - 1

' - 2

ROOF HATCH, SEE

ARCH DWG. SEE

DETAIL FOR OPENING

15' - 1 1/4" ±

W10X22

S-200

W10X22

W10X12

W10X12

W10X22

EX WALL

S-103

S-200

1' - 0"

EX COL

EX COL

FIELD VERIFY THIS BEAM TO

ALIGN WITH CL OF EX COL.

ADJUST LENGTH OF 1/4"

POUR STOP UNDER DECK

ALONG THIS END (TYP)

5/16" x 6" TALL x 1'-0" EXTENDED SHEAR

PLATE FIELD WELDED TO FACE OF EXISTING

COL WITH 1/4" FILLET EA SIDE. CONNECT TO

NEW W10 WITH (2) 3/4" DIA A325 BOLTS IN

LONG SLOTTED HORIZ HOLES (TYP 2 LOC)

C 10X15.3

DECK TO BE SUPPORTED

OFF CRIPPLE WALL AT

THIS LOCATION (TYP)

W

X

6' - 6"

' - 3

' - 8

L3x3x1/4 UNDER CURB, SET

ON TOP OF STEEL (TYP)

L4x4x1/4

L4x4x1/4

W

X

L3 x3 x1 /4

VER. W/ UNIT

9' - 0"

5/16" x 6"W EXTENDED SHEAR

PLATE WELD TO FACE OF EX

COLUMN WITH L3.5x3.5x1/4

WITH (2) 3/4" DIA A325 BOLTS

SHEAR CONNECTION. FIELD

VERIFY LENGTH (TYP)

W10X12

' - 0

/4

' - 0

SEE DETAIL FOR

OPENING AT DUCT

SEE DETAIL FOR

OPENING AT DUCT (TYP)

L3 x3 x1 /4

L3 x3 x1 /4

L3 x3 x1 /4

L3 x3 x1 /4

4' - 1"

2' - 3"

4' - 1"

EX. ROOF LOW BRGN

12' - 0"

C

LOW BRGN NEW LEVEL

20' - 10"

1.5" METAL ROOF DECK (TYP)

EX ROOF, MODIFY AS NEEDED

FOR NEW CRIPPLE WALL (TYP)

800S162-43 TALL CRIPPLE WALL

STUDS @ 1'-4" OC WITH 1/2"

PLYWOOD EXTERIOR SHEATHING.

ANCHOR 350T162-33 BASE TRACK

TO EXISTING METAL ROOF DECK

AND TO NEW TOP TRACK WITH

PDPA FASTENERS AT 6" OC (TYP)

TYPICAL BEAM-COLUMN

SHEAR CONNECTION: 3/8"x3.5"

SHEAR TAB WITH (2) 3/4" DIA

A325 BOLTS EA LEG (TYP)

W8X31 ASTM A992

GR 50 STUB* (TYP)

T/O EX STL COL. (V.I.F.)

EX W8 COL* (TYP)

EX W8

COL* (TYP)

TYPICAL BEAM-BEAM

SHEAR CONNECTION: 2-

L3.5x3.5x3/8 WITH (2) 3/4"

DIA A325 BOLTS EA LEG (TYP)EXISTING MECHANICAL

ROOF LEVEL (TYP)

W14X38

D

5' - 6" (U.N.O) 4' - 6"

FACE OF EX

WALL (TYP)

1/4" CONT. BENT PLATE POUR STOP, FIELD

VERIFY LENGTH WITH PROFILE OF EXISTING

WALL. TACK WELD TO TOP FLANGE OF

LAST STRINGER AT 12" OC EA SIDE (TYP)

/4

(V .I

.F

S-200

EX W24X76

/2

T /O

S T

L

16 GA POUR STOP,

TYP ALL SIDES U.N.O.

3/8" EXTENDED

SHEAR PLATE

WITH (8) 3/4" DIA

A325 BOLTS (TYP)

FIELD WELD NEW SHEAR TAB TO

FACE OF EX COL WEB. STIFFEN TOP

AND BOTTOM WITH 3/8"

HORIZONTAL FLANGE PLATES (TYP)

GUARDRAIL. TO BE DETAILED BY FABRICATOR

TO MEET IBC LOADS PER MIN SIZES INCLUDED

IN BASIS OF DESIGN AS:

PIPE1.5X-STR POSTS AT 4'-0" OC MAX SPACING

WITH PIPE1.5STD TOP AND MID HT RAIL (TYP)

5' - 6" 5' - 6" (U.N.O) 5' - 6" (U.N.O)

5 6

6.8

6.8

C

4.98°

CL

CL

S-103

D

E X

W

X

E X

W

X

W

X

EX W12X26

EX W12X26

EX W12X26

EX W12X26

E X

W

X

EX W12X26

EX W12X26

EX W12X26

EX W12X26

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

EX 16K9

4.99° 5.05°

17.51°

S-1033

S-103

AS PART OF THE CONTRACTOR'S BID, FIELD VERIFICATION

OF EXISTING STEEL SIZES SHOWN ON THIS PLAN IS

REQUIRED. INFORMATION GATHERED DURING

EXCAVATION IS TO BE RELAYED TO ARROW ENGINEERING

AS A SUBMITTAL OR AS PART OF THE STEEL SHOP

DRAWINGS FOR FINALIZATION OF CONNECTION DETAILS

EX W

EX W

8 EX W

8 EX W

EX W

EX W

EX W

8EX W

UNDER NEW BOILER, TACK WELD (2)

HSS 6X4X1/4 LLV x 5'-0" STIFFENERS

TO EXISTING METAL ROOF DECK

UNDER UNIT CURB. PATCH AND

REPLACE EXISTING ROOF TREATMENT

AFTER TUBES ARE IN PLACE (TYP)

DECK SPAN

OPENING

L4 x4 x3 /8

L4 x4 x3 /8

L4x4x3/8

L4x4x3/8

0' - 6" SEE PLAN 0' - 6"

JOIST

1/4

TYP

DETAIL TYPICAL FOR OPENINGS UP TO 2'-0" x 2'-0"

OPENINGS UNDER 6" x 6" DO NOT REQUIRE FRAMING ANGLES

FRAMING ANGLES TO BE PLACED

UNDER DECK AND WELDED TO TOP

FLANGE OF NEAREST SUPPORTS (TYP)

JOIST

PA OFFICE:

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WV OFFICE:

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PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MKH

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

S-103

NEW RTU LEVEL

STRUCTURAL PLAN

19 December 25

MWH

MWH

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BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

SCALE:

PLAN

NORTH

1/8" = 1'-0"

NEW RTU PLATFORM FRAMING PLAN

SCALE: 1/4" = 1'-0"S-103

3 CROSS SECTION

SCALE:

PLAN

NORTH

1/8" = 1'-0"

EX MECH LEVEL FRAMING PLAN

SCALE: 3/4" = 1'-0"S-103

2 ROOF OPENING IN STEEL DECK DETAIL

N O

D

E S

C R

IP

T

IO

N

D A

T E

-17

-2

LOW BRGN NEW LEVEL

20' - 10"

ROOF TREATMENT,

SEE ARCH DWGS (TYP)

1.5" METAL ROOF DECK (TYP)

EXISTING FRAMING, V.I.F. (TYP)

800S162-33 CRIPPLE WALL STUDS @

1'-4" OC WITH 1/2" PLYWOOD

EXTERIOR SHEATHING. ANCHOR

350T162-33 BASE TRACK TO EXISTING

METAL ROOF DECK AND TO NEW TOP

TRACK WITH PDPA FASTENERS AT 6"

OC (TYP ABOVE EX ROOF AND TO FACE

OF / AROUND NEW W8 STUB COL)

EXISTING METAL ROOD

DECK, V.I.F. (TYP)

SLOPED W10X22 (TYP)

16 GAGE 1.5" x 1'-0"

CONT. POUR STOP (TYP)

V.I.F.

W10X22 (BEYOND)

NEW W8 COL STUB (TYP)1' - 0"

6.8

LOW BRGN NEW LEVEL

20' - 10"

T/STL LOW ROOF

23' - 5 3/4"

16 GAGE POUR STOP

AGAINST EX WALL (TYP)

EX GIRDER (TYP)

EX ROOF (TYP) EX WALL (TYP)

W12 (TYP)

W12 TO C10 CONNECTION TO

BE L 3.5x3.5x5/16 WITH (2)

3/4" DIA A325 BOLTS (TYP)

0' - 9 1/2" (MAX)

CL SPLICE

1/8 0

PJP, SEE

DETAIL

NEW W8x31*

EX 8" COL*

1/8" PJP ALONG FLAT

PORTIONS OF NEW-EX COL,

TAPER BEVEL AT ENDS (TYP)

PA OFFICE:

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WV OFFICE:

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SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

MKH

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

S-200

STRUCTURAL

DETAILS

19 December 25

MWH

MWH

25.201(Arrow)

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

SCALE: 1/2" = 1'-0"S-200

1 RTU LEVEL EDGE DETAIL 1

SCALE: 3/4" = 1'-0"S-200

2 RTU LEVEL EDGE DETAIL 2

SCALE: 1" = 1'-0"S-200

3 COLUMN SPLICE DETAIL

N O

D

E S

C R

IP

T

IO

N

D A

T E

-17

-2

CONCRETE

CLAY UNIT MASONRY

CONCRETE UNIT MASONRY

WOOD FRAMING

PLYWOOD

FINISHED WOOD

BATT INSULATION

RIGID INSULATION

GYPSUM BOARD

SOIL

CRUSHED STONE

MATERIAL HATCH DESCRIPTION

CENTER LINE

HIDDEN LINE

VIEW TITLE

ELEVATION MARKER

SECTION MARKER

DETAIL CALLOUT

ROOM TAG

GRID LINE MARKER

ELEVATION DATUM

SPOT ELEVATION MARK

WALL TAG

DOOR TAG

WINDOW TAG

CALL-OUT SYMBOL DESCRIPTION

A101

SIM

View Name 1/8" = 1'-0"

A101

A101

4 2

A101

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A000

PROJECT GENERAL

NOTES,

ABBREVATIONS, AND

SYMBOLS

17 December 2025

JAH

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23015

BIDDING

DOCUMENTS

WV DIVISION OF

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RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

DEFINITIONS

PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

INSTALL: UNLOAD, TEMPORARILY STORE, UNPACK, ASSEMBLE, ERECT, PLACE, ANCHOR, APPLY, WORK TO DIMENSION, FINISH, CURE, PROTECT, CLEAN, AND SIMILAR

OPERATIONS AT PROJECT SITE.

EXISTING TO REMAIN (OR EXISTING) (OR EX.): LEAVE EXISTING ITEMS THAT ARE NOT TO BE REMOVED AND THAT ARE NOT OTHERWISE INDICATED TO BE SALVAGED OR

REINSTALLED.

REMOVE (OR DEMOLISH) (OR DEMO): DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS INDICATED TO BE SALVAGED OR

REINSTALLED.

REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, AND DELIVER TO OWNER READY FOR REUSE.

REMOVE AND REINSTALL (OR REMOVE AND REUSE): DETACH ITEMS FROM EXISTING CONSTRUCTION, IN A MANNER TO PREVENT DAMAGE, PREPARE FOR REUSE, AND

REINSTALL WHERE INDICATED.

DISMANTLE: TO REMOVE BY DISASSEMBLING OR DETACHING AN ITEM FROM A SURFACE, USING GENTLE METHODS AND EQUIPMENT TO PREVENT DAMAGE TO THE ITEM

AND SURFACES; DISPOSING OF ITEMS UNLESS INDICATED TO BE SALVAGED OR REINSTALLED.

DISPOSE: REMOVAL OFF-SITE OF DEMOLITION AND CONSTRUCTION WASTE AND SUBSEQUENT SALE, RECYCLING, REUSE, OR DEPOSIT IN LANDFILL OR INCINERATOR ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION AND IN ACCORDANCE WITH PROJECT REQUIREMENTS.

# Number & And " Inch ' Foot @ At +/- Approximately

ABV Above ACM Aluminum Composite Material ACM Asbestos Containing Material ACT Acoustic Ceiling Tile AD Area Drain ADA Americans with Disabilities Act ADAAG Americans with Disabilities Act Architectural Guidelines ADD Addendum ADJ Adjustable AFF Above Finished Floor AHJ Authority Having Jurisdiction (Code Official, Fire Marshal, Etc.)

ALT Alternate ALUM Aluminum ANOD Anodized APPROX Approximately

BFF Below Finished Floor BIT Bituminous BL Borrowed Lite, Hollow Metal BSMT Basement BYND Beyond BOT Bottom BUR Built-up Roof

C/C Center to Center CB Chalkboard CF Cubic Foot CFCI Contractor Furnished, Contractor Installed CFOI Contractor Furnished, Owner Installed CIP Cast In Place CIRC Circumference or Circulating CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column COMPRCompressible CONC Concrete CONT Continuous CPT Carpet CT Ceramic Tile

D Deep DBL Double DEG Degree DEMO Demolish or Demolition DIA Diameter DIM Dimension DIMS Dimensions DN Down DS Down Spout DWG Drawing

EA Each EJ Expansion Joint EL Elevation ELEC Electrical ELEV Elevator or Elevation EOS Edge of Slab EPDM Ethylene Propylene Diene Monomer Membrane EQ Equal EX Existing EXIST Existing EXP JT Expansion Joint EXT Exterior EXT GDExterior Grade

FD Floor Drain or Fire Department FE Fire Extinguisher FEC Fire Extinguisher Cabinet FIXT Fixture FLR Floor FO Face Of FR Fire Retardant Treated FRP Fiberglass Reinforced Plastic FT Foot

GA Gauge GALV Galvanized GC General Contractor GFCI Ground Fault Circuit Interrupter GL Glass GWB Gypsum Wall Board

HC Hollow Core HM Hollow Metal HORIZ Horizontal HP High Point HR Hour HVAC Heating, Ventilating, And Air Conditioning

ID Inside Diameter IRGWB Impact Resistant Gypsum Wall Board ILO In Lieu Of INSUL Insulated or Insulation INT Interior JB Junction Box

L Long LAV Lavatory LBS Pounds

MAX Maximum MB Markerboard MO Masonry Opening MECH Mechanical MEMBR Membrane MEZZ Mezzanine MIN Minimum MISC Miscellaneous MRGWB Moisture-Resistant Gypsum Wall Board MTL Metal

NA Not Applicable NIC Not In Contract (See OFOI) NO Number NOM Nominal NTS Not to Scale

OC On Center OD Outside Diameter OFCI Owner Furnished, Contractor Installed OFOI Owner Furnished, Owner Installed OH Overhand OPP Opposite or Opposite Hand OZ Ounce

PCC Pre-Cast Concrete PLAM Plastic Laminate PLUMB Plumbing PLYD Plywood PT Pressure Treated PNT Paint or Painted PVC Polyvinyl Chloride

RBR Rubber RCP Reflected Ceiling Plan RB Rubber (Vinyl) Wall Base RD Roof Drain REBAR Reinforcing Bar REINF Reinforce REQD Required REV Revision RO Rough Opening RM Room

SB Splash Block SD Supplemental Document (Drawing Revision) SFM State Fire Marshal SQFT Square Foot SF Aluminum Storefront Framing SIM Similar SPEC Specified OR Specification SPK Speaker SSTL Stainless Steel STC Sound Transmission Coefficient STL Steel STRUC Structure or Structural

T Tall T&B Top and Bottom T&G Tongue and Groove TB Tackboard TELE Telephone TLT Toilet TME To Match Existing TO Top Of TOC Top Of Concrete TOS Top Of Steel TOW Top Of Wall T/D Telephone/Data TYP Typical

UL Underwriters Laboratory UNO Unless Noted Otherwise U/S Underside

VERT Vertical VIF Verify In Field VP Vision Panel

W Wide W/ With W/o Without WD Wood WP Weatherproof or Waterproof

GENERAL DRAWING SET NOTES

1. WRITTEN SPECIFICATIONS FOR THE PROJECT ARE PROVIDED IN THE PROJECT MANUAL AND REQUIREMENTS ARE COMPLEMENTARY.

2. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION METHODS, PROCEDURES AND SEQUENCES TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL NEW AND EXISTING CONSTRUCTION AT ALL STAGES.

3. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY RULES AND REGULATIONS IMPOSED BY OSHA AND THE OWNER AT ALL TIMES. IF THERE IS A CONFLICT BETWEEN THE TWO, THE STRICTER REGULATION SHALL APPLY.

4. SPECIFIC REQUIREMENTS SHALL SUPERSEDE GENERAL/GENERIC REQUIREMENTS.

5. DIMENSIONS SHALL SUPERSEDE DRAWINGS. DO NOT SCALE DRAWINGS. WHERE A MISSING OR CONFLICTING DIMENSION OCCURS, THE ARCHITECT SHALL BE CONTACTED IMMEDIATELY TO OBTAIN THE NECESSARY CLARIFICATION.

6. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY AND ALL DISCREPANCIES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS IMMEDIATELY UPON DISCOVERY.

7. COMMENCEMENT OF THE WORK SHALL SIGNIFY THE CONTRACTOR IS FAMILIAR WITH AND AGREES TO THE SCOPE OF WORK AS OUTLINED IN THE CONTRACT DOCUMENTS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL MATERIALS RESULTING FROM THE WORK OF THIS PROJECT.

WORK REQUIRING GRAVITY DRAINAGE WILL HAVE REASONABLE PRIORITY OF PLACEMENT. TRADES WILL COORDINATE PLACEMENT OF THEIR WORK TO AVOID CONFLICT WITH DRAINAGE LINES.

ABBREVATIONS AND SYMBOLS

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

12/19/2025 8:29:03 AM

A R E A 'A

A R E A 'B

A R

E A

B

A R

E A

C

111B

109F

109A

109E

013A

013B

012A

116B 116C

013C

110G

EXISTING

SIDEWALK

EXISTING ASPHALT ROAD

110K

110H 110E

110D

110C

109D

111A 111C 111D

111E

116D

116A

110A

111G 117 115 114

116 113

112 111F

118120

105B

105C

105D

105E106

105A

109H

109B

109C

102 119

113D

113A

113C

110A

113B

EXISTING

MAINTENANCE

BUILDING

L O

D G

E

C O

N F

E R

E N

C E

L O

D G

E

C O

N F

E R

E N

C E

U N

E X C

A V A

TE

D

A601

A601

D

C

6.8

C.9

C.2

B.5

A.5

A101

6.8

C

CL

7.1

D

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A001

OVERALL FLOOR

PLANS

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

3/64" = 1'-0"

LEVEL 1 OVERALL

P L A N

T

E

R U

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

12/19/2025 8:29:15 AM

E A

A

A R

E A

B

210 211 212 213 214 215

217 218 219 220 221 016

200201202203

205206207208209

225A

223A

222B

222A

ROOF

OPEN TO BELOW

OPEN TO BELOW

A R

E A

A

A R

E A

B

A102

323A

310 311 313 314 315 316

322B

317 319 320

300301302303

322A

305306307308309

312 318

325A

ROOF

ROOF

R O

O F

A R

E A

A

A R

E A

B

423A

410 411 412 413 414 415 416 417 418 419 420

400401402403

422A

405406407408409

425A

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A002

OVERALL FLOOR

PLANS

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

1/16" = 1'-0"

LODGE LEVEL 2

1/16" = 1'-0"

LODGE LEVEL 3

1/16" = 1'-0"

LODGE LEVEL 4

P L A N

T

E R

U

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

E A 'A

A R E A 'B

A R

E A

'B

A R

E A

'C

CUT OPENING IN EXISTING

WALL FOR NEW DOOR

DEMO CONCRETE EQUIPMENT

PAD SMOOTH TO MATCH

EXISTING ELEVATION

PREP AREA FOR NEW

CONCRETE EQUIPMENT PAD

PREP AREA FOR NEW

CONCRETE EQUIPMENT PAD

SAW CUT ASPHALT FOR UNDERGROUND ROAD

CROSSING INSTALL 95% MIDIFIED PROCTOR

GRAVEL IN 6" LIFTS, INSTALL 4" COMPACTED

ASPHALT MINIMUM AND MATCH EXISTING

ELEVATION. SEE MECHANICAL PIPING PLAN FOR

EXCAVATION WORK.

EXISTING

SIDEWALK

EXISTING ASPHALT ROAD

GENERAL NOTE:

REPAIR LANDSCAPING AT ALL PIPE TRENCHING

LOCATIONS WITH GRASS SEED AND STRAW

A601

A601

109F

109A

109E

013A

013B

012A

116B

116C

110G

110H

110E

110D

110C

109D

116D

116A

110A

105B

105C

105D

105E106

105A

109H

109B

109C

D

C

C

CL

D

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A011

LEVEL 1 AREA 'B'

DEMO PLANS

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

3/32" = 1'-0"

LEVEL 1 AREA 'B' DEMO PLAN

BUILDING KEY SYMBOL

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

E A 'A

A R E A 'B

A R

E A

'B

A R

E A

'C

6"

8" 0"

NEW CONCRETE

EQUIPMENT PADS 4,000 PSI

G 3a

013C

109F

109A

109E

013A

012A

116B

116C

013C

110G

110K

110H

110E

110D

110C

109D

111A

116D

116A

0' - 0" EXISTING FLOOR ELEVATION

A401

109C

109H

110A

109B

105E

105D

105C

105B 105A

111G

D

C

6.8

C.9

C.2

B.5

A.5

6.8 8

C

CL

7.1

D

ADOOR TYPE

1FRAME TYPE

2"

24" 36"

NEW CONCRETE EQUIPMENT PADS

4,000 PSI. WITH 6" COMPACTED GRAVEL

BASE EXTEND PAD 6" BEYOND FOOT

PRINT OF EQUIPMENT ALL SIDES.

WOOD PRIVACY FENCE

A601

A601

4" OF CRUSHER RUN

OVER FILTER FABRIC

A601

A601

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A101

LEVEL 1 AREAS 'B'

PLAN

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

3/32" = 1'-0"

LEVEL 1 AREA 'B' FLOOR PLAN

DOOR SCHEDULE

FIRE

RATING WIDTH HEIGHT

PANEL FRAME

NOTES #TYPE MATL TYPE MATL

013C 5' - 0" 7' - 0" A AL 1 AL 013C

DOOR TYPE

BUILDING KEY SYMBOL

3/32" = 1'-0"

LEVEL 1 AREA 'B' CHILLER YARD PLAN

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

S D D

S

E R

REMOVE WINDOW AND

TURN OVER TO OWNER

REPLACE W/ LOUVER

REFER TO M SERIES

DEMO CONCRETE EQUIPMENT PAD

REMOVE CHASE FOR NEW WORK

SEE MECHANICAL PLANS FOR

EXTENT OF WORK 321

323A

S y

A.F.F.

2' x 2' ACT

7' - 4"

LOWER BULKHEAD 2".

PAINT TO MATCH EXISTING.

SUPPLY DIFFUSER

EGG CRATE GRILLE

RELIEF / EXHAUST GRILLE

LINEAR SLOT DIFFUSER

2x2 RECESSED LIGHT FIXTURE OR

RELIEF / TRANSFER GRILLE

12X2 RECESSED LIGHT FIXTURE W/

BATTERY BACKUP

SUSPENDED / SURFACE MOUNTED

LINEAR OR STRIP FIXTURE

EXIT SIGN (SINGLE OR DOUBLE FACE)

SPRINKLER HEAD

OCCUPANCY SENSOR

DOWNLIGHT

OS

1. RE-INSTALL ALL EXISTING CEILING MOUNTED DEVICES WHICH ARE REMAINING.

COORDINATE W/ OTHER TRADES PRIOR TO INSTALLATION OF CEILINGS.

2. COORDINATE FINAL CEILING HEIGHTS W/ OWNER, ENGINEER, PRIOR TO INSTALLING

CEILING GRID.

CEILING LEGEND

HATCH PATTERN TITLE

NEW 2' X 2' ACT

SYSTEM

REMOVE EXISTING

ACOUSTIC CEILING

PANELS & GRID AND

REPLACE WITH NEW

REMOVE EXISTING ACOUSTIC

CEILING PANELS IN AREAS OF

WORK AND REINSTALL EXISTING

NO CEILING OR

EXISTING CEILING

TO REMAIN

A.F.F.

2' x 2' ACT

8' - 0"

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A102

LEVEL 3 LODGE

PLANS

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

1/8" = 1'-0"

LEVEL 3 AREA 'B' DEMO PLAN

1/8" = 1'-0"

LEVEL 3 AREA 'B' FLOOR PLAN

1/8" = 1'-0"

LEVEL 3 LODGE RCP

REFLECTED CEILING LEGENDCEILING INSTALLATION GENERAL NOTES

1/8" = 1'-0"

Level 3 AREA 'B' RCP DEMO

BUILDING KEY SYMBOL

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

DN

DN

A401

ROOF HATCH AND RAILING

NEW UPPER ROOF ACCESS STAIR

APPROX 2'-7" IN HEIGHT

COORDINATE W/ FINAL SELECTION

NEW UPPER ROOF 70 DEGREE FIXED

ACCESS STAIR APPROX 11'10" IN HEIGHT

COORDINATE W/ FINAL SELECTION

UPPER ROOF REPLACEMENT TO

BE ADDITIVE ALTERNATE #1

A501

A501

A501

A501

/4

" / 1 '-0

EQUIPMENT ACCESS PLATFORM

APPROX 3' IN HEIGHT COORDINATE

W/ FINAL EQUIPMENT SELECTION

EXISTING

SCUPPER PIPE

EXISTING SCUPPER PIPE

/4

EXISTING ROOF DRAINS

5 7

D

C

6.8

C.9

C.2

B.5

A.5

A401

A301

A301 3

A301

A301

SEAL EXISTING METAL

ROOF JOINTS ALONG

ENTIRE FACE OF WALL @

FLASHING LOCATIONS

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

D.S.

SIM

SIM

A401

FALL PROTECTION RAILING

EPDM ROOF

EPDM ROOF

12' - 5 7/16"

6.8 8

C

CL

7.1

D

A401

D

C

6.8

C.9

C.2

B.5

A.5

A401

A301

A301 3

A301

A301

3/4" EXTERIOR GRADE FIRE-

RETARDANT TREATED

PLYWOOD (FRTW) ROOF OVER

EXISTING METAL DECKING

KV SERIES PUMP

GAS-FIRED

CONDENSING BOILER

6.8 8

C

CL

7.1

D

ROOFTOP EQUIPMENT

1/4"/1' SLOPE

M A

IN

/4

S L O

P E

1/4"/1

SLOPE

PROVIDE CRICKET WHEN DISTANCE EXCEEDS

4' - 0"

M A

IN

/4

S L O

P E

D

C

6.8

C.9

C.2

B.5

A.5

EXISTING ROOF HATCH

TO BE REMOVED AND

CUT TO 4'-0" BRACE

EDGE OF ROOF DECK

WITH 3" L ANGLE.

4' - 0"

2'

APPROX AREAS OF EXISTING

ROOF PENETRATIONS TO BE

PANNED OFF AND SEALED

REMOVE EXISTING

EPDM AND INSULATION

6.8 8

C

CL

7.1

D

APPROX AREAS OF EXISTING

ROOF PENETRATIONS TO BE

PANNED OFF AND SEALED

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A103

CONF. ROOF PLAN

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

3/32" = 1'-0"

CONF. ROOF PLAN

3/32" = 1'-0"

CONF. ROOF PLAN INTERSTITIAL

1 1/2" = 1'-0"

EPDM CRICKET DETAIL

3/32" = 1'-0"

CONF. ROOF PLAN INTERSTITIAL DEMO

PLAN

N O

D

E S

C R

IP

T

IO

N

D A

T E

S .;1"-- •

CO : S 151:

SUPPLY DIFFUSER

EGG CRATE GRILLE

RELIEF / EXHAUST GRILLE

LINEAR SLOT DIFFUSER

2x2 RECESSED LIGHT FIXTURE OR

RELIEF / TRANSFER GRILLE

12X2 RECESSED LIGHT FIXTURE W/

BATTERY BACKUP

SUSPENDED / SURFACE MOUNTED

LINEAR OR STRIP FIXTURE

EXIT SIGN (SINGLE OR DOUBLE FACE)

SPRINKLER HEAD

OCCUPANCY SENSOR

DOWNLIGHT

OS

1. RE-INSTALL ALL EXISTING CEILING MOUNTED DEVICES WHICH ARE REMAINING.

COORDINATE W/ OTHER TRADES PRIOR TO INSTALLATION OF CEILINGS.

2. COORDINATE FINAL CEILING HEIGHTS W/ OWNER, ENGINEER, PRIOR TO INSTALLING

CEILING GRID.

CEILING LEGEND

HATCH PATTERN TITLE

NEW 2' X 2' ACT

SYSTEM

REMOVE EXISTING

ACOUSTIC CEILING

PANELS & GRID AND

REPLACE WITH NEW

REMOVE EXISTING ACOUSTIC

CEILING PANELS IN AREAS OF

WORK AND REINSTALL EXISTING

NO CEILING OR

EXISTING CEILING

TO REMAIN

A.F.F.

2' x 2' ACT

8' - 0"

A.F.F.

2' x 2' ACT

7' - 6"

A.F.F.

2' x 2' ACT

8' - 0"

A .F

.F

' x

' A

C T

E X

P O

S E

D S

T E

E L

T

R U

C T

U R

E

A.F.F.

2' x 2' ACT

8' - 0"

2' x 2' ACT 7' - 2" A.F.F.

LOWER BULKHEAD 2". PAINT TO

MATCH EXISTING.

REPLACE ATTIC ACCESS WITH 1 HOUR FIRE

RATED ATTIC LADDER, VERIFY ROUGH OPENING.

ADJUST CEILING GRID AS NECESSARY.

REPLACE ATTIC ACCESS WITH 1 HOUR FIRE

RATED ATTIC LADDER VERIFY ROUGH OPENING.

ADJUST CEILING GRID AS NECESSARY.

A111

A111

REMOVE AND PATCH

WALL AS REQUIRED

FOR MEP WORK

ROUGH OPENING

EXISTING 4' - 6"

C E

IL

IN

G

INSTALL ATTIC LADDER

ACCORDING TO

MANUFACTURE'S

INSTRUCTIONS

ADJUST CEILING

GRID AS NECESSARY

ADJUST CEILING

GRID AS NECESSARY

ATTACH TO SUBFLOOR

W/ 3" ANCHOR PLATE

METAL GUARDRAIL

PIPE, 3 SIDES

Montum Architecture, LLC

55 ER Path

Keyser, WV 26726

304-276-7151 www.montumarch.com

PA OFFICE:

429 LAUREL RUN ROAD

CARMICHAELS, PA 15320

PH: (724) 966-5655

WV OFFICE:

54 WEST RUN ROAD

MORGANTOWN, WV 26508

PH: (304) 291-2234

SHEET NAME:

MILLER ENGINEERING INC.

COPY RIGHT:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

TFP

SEAL:

CONSULTANT:

PROJECT NAME:

PROJECT OWNER:

PROJECT STATUS:

PROJECT NUMBER:

ORIGINAL PAGE SIZE: 24x36

A111

LODGE REFLECTED

CEILING PLANS

17 December 2025

JAH

TFP

23015

BIDDING

DOCUMENTS

WV DIVISION OF

NATURAL

RESOURCES

CHIEF LOGAN LODGE

HVAC REPAIRS -

REBID

REFLECTED CEILING LEGENDCEILING INSTALLATION GENERAL NOTES

3/32" = 1'-0"

LEVEL 1 LODGE RCP

3/32" = 1'-0"

LEVEL 4 AREA 'B' RCP

1/2" = 1'-0"

ATTIC ACCESS LADDER SECTION

N O

D

E…