1110F_-_Remodel_Building_67_Type_B_Final_Drawings.pdf

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Title Sheet

August 8, 2013 H+K Project No: 1110F

Nevada Air National Guard Remodel Building 67 Nevada Air National Guard 1776 National Guard Way Reno, Nevada

Nevada Air National Guard 1776 National Guard Way

Reno, Nevada

August 8, 2013

Type B Final

08/08/13

STOP

STOP

Base Entry Road

Adams Ave.

Dalzell Dr.

National Guard Way

La G ra ng e Ln

G ea ch S t.

Va n

Sl yk e Pi ke

Civil Engineering

BCE

Storage

56 84

111 76

Supply Warehouse

Motor PoolPOL Ops

Hangar

OperationsFitness Center

Headquarters

Chapel

Med/Dining Avionics

A.G.E.

Fuel Cell Hangar

Engine Shop

Communications / Security Forces

Intelligence

Vehicle Maintenance

Boiler Room

PMP STN, LF

Traffic Crew House

123Engine Shop Stor.

Fire Station

A101

SIM

Drawing Number

Sheet Number

Typical Indicator Building Section 1 A101

SIM

North Arrow

A101

Sim.

Elevation

Door Number

Window Type

Grid Line

Room Name/Number

A101

Sim.

A101

Sim.

Wall Section

Detail

Spot Elevation

Elevation

Wall Type Symbol

A101

Sim.

Detail Section

0.00'

T.O. Slab

0'-0"

T.O.

North

1 Ref

A101

Sim.

S000A

1t

Room Name

1t

Project Site See Key Plan

See Sheet A101

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Project Data

August 8, 2013 H+K Project No: 1110F

Nevada Air National Guard Remodel Building 67 Nevada Air National Guard 1776 National Guard Way Reno, Nevada

08/08/13

Sheet IndexProject TeamAbbreviations

Petty and Associates 1375 Greg Street, Suite 106 Sparks, Nevada 89431 775-359-5777 775-359-1119 (Fax) Contact: Carl Lemon, P.E.

PK Electrical 681 Sierra Rose Drive, Suite B Reno, Nevada 89511 775-826-9010 775-826-9030 (Fax) Contact: Joey Ganser, P.E.

H+K Architects 5485 Reno Corporate Drive, Suite 100 Reno, Nevada 89511 775-332-6640 775-332-6642 (Fax) Contact: Max Hershenow, AIA

Design Criteria

Architect:

Mechanical Engineer: Electrical Engineer:

Applicable Codes:

Building Code: 2006 International Building Codes (IBC) Mechanical Code: 2006 Uniform Mechanical Code (UMC) Plumbing Code: 2006 Uniform Plumbing Code (UPC) Electrical Code: 2005 National Electrical Code (NEC) Fire Code: 2006 International Fire Code, Vol. 1 (IFC)

Site Area: NA

Floor Area:

Project Area: 1,254 SF

Occupancy Group: Group B

Type of Construction: Unknown

Required Area and/or Occupancy Separations: NA

Fire Sprinkler Requirements: No

Alarm Systems: No

No. Stories: 1

The Contractor at all times shall keep the premises free from accumulation of waste materials or rubbish caused by his operations. At the completion of the work he shall remove all his waste materials and rubbish from and about the project as well as all his tools, construction equipment, machinery, and surplus materials.

The Contractor shall be responsible for the location and/or protection of all existing and proposed piping, utilities, structures, adjacent streets and improvements during the period of construction.

Unless otherwise provided in the contract documents, the Contractor shall provide and pay for all labor, materials, equipment, tools, construction equipment and machinery, water, heat, utilities, transportation, and other facilities and services necessary for the proper execution and completion of the work.

Where conflicts occur, coordinate the layout and exact location of all partitions, doors, telephones, and electrical/communication outlets and switches with Architect in the field before proceeding with construction.

Where conflict is encountered between the contract documents that will materially affect the quality or extent of the work, such conflict shall be resolved to the satisfaction of the Architect before the affected items and/or material are purchased, fabricated and/or installed.

Where pre-manufactured or prefabricated items and/or materials are to be installed -the Contractor shall verify rough or finished dimensions in the field prior to purchase or fabrication.

The Contractor shall guarantee all work and materials to be free from defects for a minimum of one year from date of final acceptance, and promptly remedy such defects and any subsequent damage caused by the defects or repair thereof, at no expense to the owner. Guarantee periods of greater than one year may be required and contained within the contract documents.

Where any item and/or material is indicated in the contract documents, and not necessarily detailed in each specific case, but is required for a complete and professional installation - such item and/or material shall provided as if shown and detailed in full. Provide means to furnish and install.

Contractor is requested to visit the site as part of the pre-bid site visit to compare the drawings and specifications with any work in place, and inform himself of all conditions, including the work, if any, being performed. Failure to visit the site will in no way relieve the Contractor from necessity of furnishing any materials or performing any work in accordance with the drawings and specifications that may be required to complete the work without additional cost to the owner.

Existing conditions including material sizes, configurations, and locations as shown on the drawings may not be an exact illustration of existing as-built conditions. The Contractor shall include in his bid the cost of furnishing, installing, modifying, existing and/or new materials (minor in nature) required for a complete and professional installation that may be required by minor variations between existing conditions as shown, and actual as-built conditions.

General Notes

A

B

C

D

E

F

G

H

I

L

M

N

O

P

R

S

T

U

V

W

Y

J

Adjustable Aggregate Alternate Aluminum Approximately Architectural/Architect Asphalt Concrete

Blk.

Blkg.

Bd.

B.O.

Bldg.

B.U.R.

Block Blocking Board Bottom of Building Built up Roofing

C.I.

C.B.

Clg.

Ctr.

C.L.

Cer.

C.O.

C.W.

Col.

Conc.

Conn.

Const.

C.J.

Contin.

Contr.

Cu. Ft.

Cast Iron Catch Basin Ceiling Center Center Line Ceramic Cleanout Cold Water Column Concrete Connection Construction Construction Joint Continuous Contractor Cubic Foot

Dept.

Det.

Dia.

Diff.

Dim.

Dbl.

DN

D.S.

Dwg.

D.F.

Department Detail Diameter Diffuser Dimension Double Down Downspout Drawing Drinking Fountain

Etc.

E.W.C.

Elec.

Elev.

Emer.

Encl.

Eq.

Equip.

Exh.

Exp.

E.J.

Ext.

Etcetera Electric Water Cooler Electrical Elevation Emergency Enclosure Equal Equipment Exhaust Expansion Expansion Joint Exterior

Fin.

F.G.

F.E.

F.E.C.

Fprf.

Fixt.

Flash.

Flr.

F.D.

F.L.

Ft.

Ftg.

Fdn.

FBO

Furr.

Fut.

Finish Finish Grade Fire Extinguisher Fire Extinguisher Cabinet Fireproof(ing) Fixture Flashing Floor Floor Drain Flow Line Foot Footing Foundation Furnished by Others Furring Future

G.I.

Ga.

Gen.

Galvanized Iron Gage General

GLB

Gyp.

Glue-Laminated Beam Gypsum

Ht.

H.C.

H.M.

Horiz.

H.B.

H.W.

Hr.

Height Hollow Core Hollow Metal Horizontal Hose Bibb Hot Water Hour

I.D.

Insul.

Int.

Inside Diameter Insulation Interior

Lav.

Lt.

Lavatory Light

M.O.

Max.

Mech.

Memb.

Met.

Min.

Misc.

Mtd.

Masonry Opening Maximum Mechanical Membrane Metal Minimum Miscellaneous

Mounted

N.I.C.

N.T.S.

No.

Not in Contract Not to Scale Number

O.C.

O.D.

On Center Outside Diameter

P. Lam.

Pl.

Plywd.

Pt.

Prefab.

Prop.

Plastic Laminate Plate Plywood Point Prefabricated Property

Ref.

Reinf.

Req.

R.A.

Rev.

R.O.W.

R.D.

Rm.

R.O.

Reference Reinforced Required Return Air Revision Right of Way Roof Drain Room Rough Opening

Sect.

Sht.

Section Sheet

Sim.

S.C.

Spec.

Sq.

St. Stl.

Std.

Stl.

Stg.

Struct.

Susp.

Sym.

Similar Solid Core Specification Square

Stainless Steel Standard Steel Storage Structural Suspended Symmetrical

T.V.

T.&G.

T.C.

T.O.

Television Tongue and Groove Top of Curb (or Concrete) Top of

U.N.O. Unless Noted Otherwise

W.C.

Wt.

W.F.

Wdw.

W/ W/O Wd.

Water Closet Weight Wide Flange Window With Without Wood

O.H. Opposite Hand

MPH Miles per hour

PSF Pounds per square foot PSI Pounds per square inch

SF Square foot Alt.

Aggr.

Adj.

(e)

Pound or Number

Existing At And

Perpendicular

Arch.

Approx.

Alum.

A.C.

Bm. Beam

D.G. Decomposed Granite

Ea. Each

F.O. Face of

Galv. Galvanized

In. Inch(es)

Jt. Joint

Lab Laboratory

Mfr. Manufacturer

Nom. Nominal

Pr. Pair

Rad. Radius

Sched. Schedule

Tel. Telephone

Gl. Glass

Vert. Vertical V.C.T. Vinyl Composition Tile

Yd. Yard

These general notes pertain to work described on all contract documents.

The contract documents consist of the owner-contractor agreement, the conditions of the contract (general, supplementary and other conditions), the drawings, the specifications, and all addenda issued prior to and all modifications issued after execution of the contract.

The work comprises the completed construction required by the contract documents and includes all labor necessary to produce such construction, and all materials and equipment incorporated or to be incorporated in such construction.

Shop drawings, product data and samples are not a part of the contract documents. The Architect will review them, but only for conformance with the design concept of the work and with the information given in the contract documents. The Contractor shall not be relieved of responsibility for any deviation from the requirements of the contract documents by the Architect's review of shop drawings, product data or samples.

The Contractor shall carefully study and compare the contract documents and shall at once report to the Architect any error, inconsistency or omission he may discover. The Contractor shall perform no portion of the work at any time without contract documents or, where required, approved shop drawings, product data or samples for such portion of the work.

All work is to conform with the contract documents. Drawings are NOT to be scaled for information. If unable to locate dimensions for any item of work, consult with the Architect before proceeding with construction.

In the event certain features of the construction are not fully shown on the contract documents, then their construction shall be of the same character as for similar conditions that are shown or called for and shall be reviewed by the Architect.

All work shall be performed within strict conformance to the minimum standards of the current edition of the adopted building codes of the authority having jurisdiction and all applicable national, state, and local laws, regulations, and ordinances.

The Contractor shall be responsible for the general safety during construction, and all work shall conform to pertinentsafety regulations.

The Contractor shall coordinate locations of any and all mechanical, telephone, electrical, lighting and plumbing including all piping, ductwork and conduit. Coordinate all required clearances for installation and maintenance of the above equipment.

The Contractor shall supervise and direct the work, using his best skill and attention. He shall be solely responsible for all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the work under the contract.

The Contractor shall be responsible for the acts and omissions of his employees, subcontractors, and their agents and employees, and other persons performing any work under a contract with the Contractor.

The Contractor shall pursue work in a continuous and diligent manner to ensure a timely completion of the project.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

22.

23.

Symbols Vicinity Map

G100 Title Sheet

General G101 Project Data G102 Architectural Specifications

Architectural A101 Demolition Plan and Floor Plan A801 Room Finish Schedule, Door Schedule, Interior Elevations and

Details

Mechanical/Plumbing MP001 Mechanical/Plumbing Legends, Schedules & Details MP002 Mechanical/Plumbing Specifications MP101 Mechanical/Plumbing Demolition & New Work Plans

Electrical E001 Electrical Legend & Drawing Schedule E002 Electrical Specifications E003 Electrical Details, Fixture Schedule & Panel Schedule E101 Electrical Demolition Plan E201 New Electrical Plans

W.J. Weakened Plane Joint

Nevada Air National Guard Base Civil Engineer 1776 National Guard Way Reno, Nevada 89502 775-788-4539 775-788-4797 (Fax) Contact: LTC Robert Nicholas

Owner:

Key Plan

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Architectural Specifications

August 8, 2013 H+K Project No: 1110F

Nevada Air National Guard Remodel Building 67 Nevada Air National Guard 1776 National Guard Way Reno, Nevada

08/08/13

Sheet Notes

1. All door locations in gypsum board partitions not dimensioned will be 4" from the studs of perpendicular wall to door edge (U.N.O.).

2. All dimensions are from face-of-stud, face of CMU, or center of framed opening, unless noted otherwise.

3. Provide 6" wide, 24 gage flat strap blocking behind all fixtures and wall mounted accessories unless otherwise noted. This includes cabinets and any other items that are wall mounted. Blocking shall span a minimum of three studs and be connected to each stud with a minimum of two screws.

4. Refer to Mechanical and Electrical plans for equipment related to those disciplines. All required equipment not necessarily noted on this sheet.

5. Openings, pockets, etc. shall not be placed in slabs, beams, columns, walls, etc., unless specifically detailed on the drawings.

6. Repair and repaint the entire wall where alteration work is performed, U.N.O. Paint color to match (e) walls and areas adjacent.

7. All touch up and new painting will be as follows:

Bottom coat: Latex primer Intermediate coat and top coat: Acrylic Latex Enamel

Sheen shall match existing adjacent surfaces. Contractor to coordinate paint manufacturer with Owner to match (e) maintenance paint stock.

8. Texture all existing gypsum board walls to match texture of new walls where noted.

Remove (e) glass stops and glazing. Salvage glass stops for re-installation

Prepare (e) epoxy flooring for new resinous flooring. Bead blast or grind to remove (e) flooring and prepare per manufacturer's requirements.

See Electrical drawings for lighting demolition

(e) Wood shelf to remain

Remove and salvage (e) wood shelf, reinstall as noted on Floor Plan

Remove and salvage (e) wood shelf, reinstall as noted on Floor Plan

(e) Ceiling fan to remain, typical of (4), see Electrical

(e) Lighting to remain, see Electrical

(e) Lighting to remain, see Electrical

Vestibule

Fitness Room

Changing Rooms

Storage

A801 2

Infill hole in wall, texture and paint to match

(e) All exposed pipe insulation to be patched and painted to match walls and ceiling.

A801

Furring assembly to be one layer 5/8" type "x" gypsum board over 3 5/8" metal studs, to deck above

Trophy Case, Additive Bid Option No. 1

A8017

A801

Hydration station, Additive Bid Option No.2

Toe bar

Toe bar

Furring assembly to be one layer 5/8" W.R.gypsum board over 3 5/8" metal studs, to ceiling above

1'

- 0

2' - 0"

Wall furring

Wall furring

A801

A801

A801

A801

100A Evaporative cooler mounted above (e) concrete slab, see Mechanical drawings

Strip (e) door and prep and paint (e) pair of doors

Approx. locations of ceiling fans

Trophy case light, switch, see Electrical, Additive Bid Option No. 1

Down lights, see Electrical Drawings

0" 1'

- 0

3'

- 6

26' - 0"

100B

Install 1/2" wood trim at exposed end of (e) slat wall framing and paint

Cut new opening for duct (ref. Mech for size.) Cut opening neatly and insulate space between duct and (e) construction.

Flash exterior with galv. metal flashing compatible w/ (e) siding and paint. Patch interior gypsum board opening and provide interior sealant.

24"x24" Access panel.

Patch (e) rectangular opening w/ factory finished metal siding on exterior to match (e) siding color, gauge and profile.

Patch w/ 5/8" gyp. on interior. Install framing as necessary and fill cavity w/ R-19 fiberglass batt insulation.

Roof mounted exhaust fan, see Mechanical and Details 4/- & 5/-

See Electrical drawings for lighting

9'

- 0

(e) Wood shelf

Reinstall (1) 36" wood shelf

Reinstall (1) 36" wood shelf

Demolition Notes

1. For the purpose of Architectural work, all items not shown to be removed or altered on this sheet shall remain in their existing condition. This pertains to all equipment and other consultant's work. See other disciplines for additional demolition and alterations to utilities. Notify the Architect of any components which vary from those shown on the drawings.

2. In the event that demolition work creates a condition where existing spaces are open to the weather, the Contractor shall protect the building from the effects of exposure from exterior conditions. These conditions shall be weather-tight at the conclusion of his work each night. At the conclusion of his work in that area the Contractor is to replace all removed components to a weather-tight condition to match adjacent finishes.

3. There will be selective demolition for Structural, Electrical and Mechanical components. This demolition is to facilitate the replacement and/or new installation of Structural, Electrical and Mechanical components. Although this demolition may not appear specifically on this sheet, the Contractor shall include in his bid all demolition work for the removal of required building materials necessary for the installation of these components.

4. See Selective Demolition and Cutting and Patching sections in Project Manual for additional demolition requirements.

5. Dimensions must be field verified prior to the start of work.

6 Hazardous Materials:

NVANG records show the existing gypsum board and gypsum board joint compound contain asbestos. Since there is no demolition of existing gypsum board or joint compound, the Contractor should not be exposed to asbestos containg materials. All finish materials will be applied to the surface of the existing gypsum board by fasteners or adhesives.

7. Definitions:

Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

Remove and salvage: Detach items from existing construction and deliver them to the Owner.

Remove and reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

Existing to remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

Ro of

Cu rb

1" Mi n.

4"

4" Min.

Field fabricated sidewall trim

1/8" Rivets @ 12" O.C.

Equipment trim

3/16" x 7/8" Butyl tape

24ga Zee closure

Equipment trim

Fastener

Cricket to be field fabricated from flat stock

Fastener

Field fabricated headwall trim

1/8" Rivet @ 12" O.C.

24ga Zee closure

Fasteners

(e) Substrate

Joggle cleat

3/16" x 7/8" Cont. butyl tape

Field fabricated half valley trim

5" Mi n.

6"

1' - 1"

6"

Clearance for thermal movement

1' - 6"

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A101

Demolition Plan and Floor Plan

August 8, 2013 H+K Project No: 1110F

Nevada Air National Guard Remodel Building 67 Nevada Air National Guard 1776 National Guard Way Reno, Nevada

08/08/13

1/4" = 1'-0"

1 Demolition Plan 1/4" = 1'-0"

2 Floor Plan NorthNorth

NOT USED

3" = 1'-0"

5 Roof Curb - Rake Detail 3" = 1'-0"

4 Roof Curb - Section Detail

2" Typ.

Mirror

Wood cap

Slat wall

Slat wall

3'

- 6

1"

4'

- 5

8'

- 0

Mirror, beyond

Wood cap

Slat wall

2" 2"

A801

Toe bar

Relocate (e) T.V. Monitor & bracket to 8'-0" AFF.

Relocate (e) power and CATV to centerline of device, see Electrical Drawings

3'

- 6

1"

Wood cap

Slat wall

Toe barRubber base

10' - 0" Pull-up bar, 8'-0" AFF.

Align with toe bar below

9' - 0"Pull-up bar, 8'-0" AFF. Align with toe bar below

Toe bar

Pull-up bar brackets, 4'-0" O.C. max.

Rogue fitness P-3 Pull-Up System or approved equal. Contractor to provide 1"/1.25" O.D. pipe as shown

Slat wall

Hydration station, Additive Bid Option No.2

Supply duct

Relocated phone

24"x24" Access panel, paint

Provide W.R. Gyp. B.D at hydration station

(e) Wood shelf

Reinstall (1) 36" wood shelf. Match elevation of (e) wood shelf

Floors:

F1 Resinous flooring F2 (e) Rubber flooring to remain

Base:

B1 Rubber base

Walls:

W1 (e) Gypsum board, to remain W2 Slat wall W3 Gypsum board, painted, eggshell W4 (e) CMU, paint all surfaces, eggshell

Ceilings:

C1 (e) Gypsum board, paint all surfaces, flat sheen C2 (e) Gypsum board to remain

4'

- 5

1"

Slat wall, see specifications

2-1/2" 4/4 Wood cap, painted. Miter joint w/ wood trim

1 5/8" metal studs

Mirror

Toe bar, where occurs, see Specifications

Metal brackets attached to blocking per mfr's recommendations

8"

5"2x12 Blocking attached to (e) wall, where occurs

3'

- 6

Wood trim, painted

Section Elevation at End

4/4 Wood trim, painted

(e) Metal stud framing

(e) 5/8" Gyp. bd., typ.

1 5/8" Metal stud furring

Slatwall system

Slatwall trim, attach with construction adhesive

1/

2"

Detail "A"

A/-

Painted gyp. bd.

1x3 white birch trim w/ clear varnish

Laminated glass panels w/ lock

Rubber base

Recessed door handles

10 3/4"

(e) Deck above

Recessed can light -see Electrical

Aluminum track

1" Aluminum frame -top and bottom only

1/4" Laminated glass doors w/ lock

Adjustable 1/4" laminated glass shelf - typ. of 3

1/2" white birch veneer

1x3 white birch trim w/ clear varnish

5/8" Gyp. bd o/ 3-5/8" mtl. stud framing - paint to match (e)

Rubber base

Shelf support bracket holes @ 1" o.c.

plywood surface

1/2" white birch veneer plywood surface

4"

10"

4'

- 6

2'

- 0

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A801

Room Finish Schedule, Door Schedule, Interior Elevations and Details

August 8, 2013 H+K Project No: 1110F

Nevada Air National Guard Remodel Building 67 Nevada Air National Guard 1776 National Guard Way Reno, Nevada

08/08/13

Number Room Name Floor Finish

Base Finish

Walls Ceiling Finish RemarksNorth East South West

100 Vestibule F1 B1 W4 W4 W3 W3 (ABO No. 1) C1 If ABO No.1 is accepted, finish is painted gyp. bd.

101 Fitness Room F2 B1 W1 W1/W2 W1/W2 W1/W2 C2

Number Room Name Floor Finish

Base Finish

Walls Ceiling Finish RemarksNorth East South West

Room Finish Schedule

1/4" = 1'-0"

2 East Elevation - Fitness Room

1/4" = 1'-0"

3 South Elevation - Fitness Room 1/4" = 1'-0"

4 West Elevation - Fitness Room

Door Number

DOORS FRAME DETAILS

Label Hardware

Group CommentsWidth Height Pair Material Type Glass Door Rating Material Frame Depth Frame Rating Elev. Glass Head Strike Hinge Sill 100A 3' - 0" 7' - 0" X HM HM 7 5/8" -- -- -- -- -- -- New glazing and hardware on (e) steel doors 100B 3' - 0" 7' - 0" X HM 6" -- -- -- -- -- -- New hardware on (e) steel doors

Door Schedule

1/4" = 1'-0"

6 North Elevation - Fitness Room

Material Legend

1" = 1'-0"

11 Section Thru Slat Wall

1/4" = 1'-0"

7 West Elevation - Vestibule, ABO No. 1

1" = 1'-0"

10 Entry Trophy Case Section, ABO No. 1

(e) (e)

(e) (e)

Finish Notes

NOT USEDNOT USED

August 8, 2013

H+K Project No: 1110F

Nevada Air National Guard

Remodel Building 67

Nevada Air National Guard

1776 National Guard Way

Reno, Nv.

MP001

MECHANICAL / PLUMBING

LEGENDS, SCHEDULES

& DETAILS

Nevada Air National Guard

Remodel Building 67

Nevada Air National Guard

1776 National Guard Way

Reno, Nv.

MP002

MECHANICAL / PLUMBING

SPECIFICATIONS

Nevada Air National Guard

Remodel Building 67

Nevada Air National Guard

1776 National Guard Way

Reno, Nv.

MP101

MECHANICAL / PLUMBING

DEMOLITION & NEW

WORK PLANS