ISPD_DOLA SD Drawings COMPLETE.pdf

COVER SHEET

CODES /

CONTACTS

T1.0

IDAHO SPRINGS POLICE STATION

BUILDING ADDITION AND REMODEL

ENHANCED SCHEMATIC DESIGN

1744 MINER STREET

IDAHO SPRINGS, COLORADO

ARCHITECTURAL:

T1.0 COVER SHEET / CODES / CONTACTS

GN GENERAL NOTES

A0.0 SITE PLAN

A1.0 DEMOLITION PLAN

A1.1 RCP DEMOLITION PLAN

A2.0 BUILDING FLOOR PLAN

A2.1 REFLECTED CEILING PLAN

A3.0 ROOF PLAN

A4.0 SCHEDULES & DETAILS

A5.0 BUILDING ELEVATIONS

A5.1 BUILDING ELEVATIONS

A6.0 BUILDING SECTIONS

A6.1 BUILDING SECTIONS

A6.2 BUILDING SECTIONS

CIVIL:

C1.0 EXISTING CONDITIONS AND DEMOLITION PLAN

C1.1 SITE AND PAVEMENT PLAN

C1.2 GRADING AND DRAINAGE PLAN

C1.3 EROSION CONTROL PLAN

C1.4 UTILITY PLAN

STRUCTURAL:

SD2.0 FOUNDATION DEMO PLAN

SD2.1 ROOF DEMO PLAN

S2.0 FOUNDATION PLAN

S2.1 ROOF FRAMING PLAN

S3.0 DETAILS

ELECTRICAL:

A0.0 SITE PLAN

E00 SITE PLAN

E20 BUILDING FLOOR PLAN

E30 REFLECTED CEILING PLAN

MECHANICAL:

M20 HVAC FLOOR PLAN

PLUMBING:

P20 PLUMBING FLOOR PLAN

FIRE PROTECTION:

F20 FIRE PROTECTION PLAN

TECHNOLOGY:

T2.0 TECHNOLOGY FLOOR PLAN

Legal Address: 1744 Miner Street Idaho Springs, CO 80452

Legal Description: Subdivision: IDAHO SPRINGS Block: PT 6 & PT B7 & IMPS Parcel Number: 1835-363-14-901

Scope of Work: Conversion of an existing banking building into a police station for Idaho Springs. Addition of 1,089 square feet to existing building footprint including vehicle sallyport.

Governing Authority: City of Idaho Springs Construction Type: V-B Applicable Codes: 2021 International Building Code

2021 International Existing Building Code 2021 International Plumbing Code 2021International Mechanical Code 2021 International Fuel Gas Code 2021 International Fire Code 2020 National Electrical Code 2021 International Energy Conservation Code

Zone District: Historic Downtown (HD)

Setbacks: Allowed Min. Length Provided Front: 5'-0" min. 7'-8" Rear: N/A 50'-0" Sides: 5'-0" min. 8'-6" (East) , 10'-8" (West)

Building Height: Allowed Max. Provided 35'-0" max. 32'-3" (@ Existing Tower)

Lot Size: 14,105 SF

Existing Building Area: 2,762 SF Proposed New Building Area: 1,089 SF Total New Building Area: 3,851 SF

Total Building Coverage: 27.3% of Site

Maximum Travel Distance allowed: 300'-0" (B-Sprinklered) Auto Sprinklers (Section 903.2.1.2): Yes (New) Egress Door total Width: 148" Number of Exits: 4 Accessibility: Accessible route is provided from accessible parking or public way to primary function per 1104.1

Parking Stalls: 11 Total Stalls Provided on property (Existing), 1 ADA Stall Street Parking available on Miner St. and Colorado Blvd.

Police Parking south of Sally port

Occupancies in Building: Business (B), Storage (S-1)

Total Occupant Load (Table 1004.5):

Business (B): 3,362 SF / 150 = 23 Occ.

Storage (S-1) (Sally Port): 489 SF / 300 = 2 Occ.

Total: 25 Occupants

Plumbing Fixtures (Table 2902.1): B Occ. - 25 Occ.

Minimum Required Provided Water Closets: 1 4 Lavatories: 1 3 Service Sink: 1 1 Drinking Fountain 1 1

1 ADA Combined Toilet and sink fixture provided for holding cell

PROPERTY OWNER:

City of Idaho Springs PO Box 907 Idaho Springs, CO 80452

MECHANICAL / ELECTRICAL /

PLUMBING / TECHNOLOGY

ENGINEER:

IMEG Consultants 7600 E Orchard Rd #250s Greenwood Village, CO 80111 Contact: Wade Johnson Tel. 303-796-6000 Email: WADE.H.JOHNSON@IMEGCORP.COM

CIVIL ENGINEER:

Martin / Martin Consulting Engineers 12499 W Colfax Ave Lakewood, CO 80215 Contact: Mark Thornbrough Tel. 303-431-6100 Email: MTHORNBROUGH@martinmartin.com

SURVEYOR:

Clear Creek Surveying P.O. Box 3184 Idaho Springs, CO 80452 Contact: Weston D. Spears Tel. 303-567-4755 Email: wspears@clearcreeksurveying.com

PROJECT ARCHITECT:

Dulaney Architecture 5825 E. Maplewood Avenue Centennial, CO 80111 Contact: Dan Dulaney Tel. 303-615-9123 Email: dan@dulaneyarchitecture.com

DESIGN ARCHITECT:

Halsey Architecture + Planning Contact: Ted Halsey Tel. 720-224-4878 Email: ted@halseyarchitecture.com

STRUCTURAL ENGINEER:

Martin / Martin Consulting Engineers 12499 W Colfax Ave Lakewood, CO 80215 Contact: Benjamin Downey Tel. 303-431-6100 Email: BDOWNEY@martinmartin.com

GENERAL CONTRACTOR:

TO BE DETERMINED

POLICE CHIEF:

Nathan Buseck 3000 Colorado Blvd.

P.O. Box 907 Idaho Springs, CO 80452 Tel. 303-567-4291 Email: nbuseck@idahospringsco.com

MATERIALS

BACKFILL

COMPACTED FILL

CONCRETE

GROUT / MORTAR

MASONRY

GRAVEL / STONE

STEEL

RIGID INSULATION

BATT INSULATION

2X WOOD BLOCKING

PLYWOOD OR OSB

PARTICLE BOARD

FINISHED WOOD

GYPSUM BOARD

OR FRAMING

GRANITE

REVISION NUMBER

SPOT ELEVATION

ELEVATION

WALL SECTION

SECTION OR DETAIL

ENLARGED PLAN

PLAN DETAIL

KEY NOTE

WINDOW IDENTIFIER

DOOR IDENTIFIER

ROOM NAME AND NUMBER

86'-0"

FIN. FLOOR

SYMBOLS

ROOM NAME

NOT TO SCALE

N O

R

TH

CONTACTS

VICINITY MAP

SHEET INDEXBUILDING CODE ANALYSIS

E

C PARTITION IDENTIFIER

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text

XX

AutoCAD SHX Text X

AutoCAD SHX Text

PROJECT SITE

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

AutoCAD SHX Text

CONSTRUCTION

GENERAL

NOTES

GN

GENERAL REQUIREMENTS

1. Dimensions take precedence over drawn information. Do not scale.

2. These plans and details have been designed for construction at one specific location. These plans and details shall not be used at any other building location.

3. Submit all shop drawings product information for Architect's and Owner's approval.

A. Codes

1. Before final drawings and specifications are issued for construction, they shall be submitted to all governing building agencies to insure their compliance with all applicable local and national codes. If code discrepancies in drawings and/or specifications appear, the Architect shall be notified of such discrepancies in writing by Builder or building official, and allowed to alter drawings and specifications so as to comply with governing codes before construction begins.

2. The contractor, project manager and all subcontractors are to examine and verify all dimensions and existing conditions both on the plans and in the field. Notify Architect of any discrepancies or conflicts prior to proceeding with construction.

3. Ceiling heights for all rooms shall comply per code.

4. If code discrepancies are discovered during the construction process, Architect shall be notified and allowed ample time to remedy said discrepancies.

5. All work performed shall comply with all applicable local, state and national building codes, ordinances and regulations, and all other authorities having jurisdiction. The following is a partial list of applicable codes in force.

a. 2021 International Building Code (IBC)

6. Minimum corridor width is to be 3'-8" finish clear.

B. All contractors, subcontractors, suppliers and fabricators, shall be responsible for the content of drawings and specifications and for the supply and design of appropriate materials and work performance.

C. All manufactured articles, materials and equipment shall be applied, installed, erected, used, cleaned and conditioned in strict accordance with the manufacturer's recommendations.

D. All alternates are at the option of the Builder and shall be at the Builder's request, constructed in addition to or in lieu of the typical construction, as indicated on the drawings.

E. Design Loads

1. See Structural Drawings for design loads.

2. Prior to start of construction, verify design loads with governing codes and site conditions and check with local building agencies for wind, seismic, snow and other special loading conditions. Architect shall be notified of all discrepancies according to Section A.1. (see above)

F. Manuals & warranties of materials and equipment are to be furnished to the Owner upon completion of the project.

G. The details shown are intended to further illustrate the visual design concept and minimum weather protection requirements for this project. The Contractor(s) shall incorporate the requirements of the local building codes, structural considerations, trade association manuals, publications and recommendations and the manufacturer's written instructions for complete construction of details. All possible field conditions that may be encountered are not necessarily described. Field conditions encountered that require clarification shall be brought to the Builder's and Architect's attention.

SITE WORK

A. Completed site grading to provide slope away from foundations as directed per soils report, or as notes below:

1. Min. 10% for 10' in pervious areas

2. Min. 2% for 10' in impervious areas

B. Swale drainage to maintain existing off-site drainage patterns.

C. Areas of excavation in which a slope from the property line to any point that is going to be, or has been excavated exceeds a plane of 45 degree angle must have shoring designed by an engineer.

D. Provide site preparation as specified by Soils Engineer.

E. Provide foundation drainage as specified by Soils Engineer and Builder (see Thermal and Moisture Protection).

F. Approved numbers or addresses should be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Temporary numbers shall be placed on the construction meter and on the front of the house at the time of rough inspections. Label construction meters with the approved address prior to calling for inspections.

G. Contractor shall coordinate and field verify utility connections, their routing, meter locations, hose bibs and other associated items.

H. Coordinate foundation and floor elevations per site plan and observed field conditions.

I. Coordinate roof gutter downspout locations per roof plan. Locations to be determined by Owner and Builder.

Provide splashblocks or downspout extensions at base of downspouts to a point min. 5' from building foundations.

CONCRETE

A. All structural concrete shall be designed and specified by consulting Structural Engineer.

B. Slope all concrete flatwork 1/8" per foot (min.) to provide proper drainage.

MASONRY

A. Brick veneer: Provide modular size units complying with ASTM C216, Grade SW. Type shall be specified by

Builder. Brick veneer is to be attached with galvanized anchor ties at 24" o.c. min. vertically and horizontally and shall support no more than 2 sq. ft. of brick veneer (typical).

B. Mortar: Provide mortar type "n" in accordance with ASTM C270.

C. Brick flashing and weep holes required, per code.

D. Adhered veneer masonry (flat and/ or faux stone, etc.) shall comply per code. Anchored veneer masonry (large and cobble stone, brick, etc.) shall comply per code. Verify that the veneer and its backing will provide a weatherproof covering. Wall ties shall be corrosion resistant, 22 gage by 3/4" sheet metal or 0.148 diameter wire.

At least one one tie shall be placed in each 2 sq./ft. of wall area with no tie spaced more than 24" horizontally.

Artificial stone veneer shall have an approved ICC evaluation report.

METALS

A. All structural steel shall comply with appropriate ASTM Specifications as follows: ASTM A36, ASTM A53, ASTM

A501, ASTM A307, and ASTM C325.

WOOD AND PLASTICS

A. Lumber shall in addition to complying with governing codes, comply with:

1. Product Use Manual" of the Western Woods products Association for selection and use of products included in that manual.

2. Plywood Specification and Grade Guide" of the American Plywood Association.

3. Standard Specifications for Grades of California Redwood Lumber of the Redwood Inspection Bureau for Redwood, when used.

4. American Wood Preservers Association standards and recommendations for fire-retardant and preservative pressure treated lumber and plywood. All wood indicated as "pressure treated" or "treated" shall be preservative pressure treated. All wood indicated as "fire-retardant" shall be fire-retardant pressure treated.

5. Western Red Cedar Lumber Association standards and recommendations for cedar, when used.

B. Provide lumber and materials meeting or exceeding the following standards of quality:

1. See structural drawings for framing lumber and structural sheathing design values and requirements.

2. All headers and beams shall be free from splits and shakes.

3. Ceiling joists are designed for NO attic storage unless noted otherwise.

4. Rough hardware:

a. Steel items:

1. Comply with ASTM A7 or ASTM A36

2. Use galvanized at exterior locations.

C. All engineered wood products shall be handled and installed in strict accordance with the manufacturer's specifications/recommendations.

D. Provide wood trusses able to sustain the stated loads for the spans, profiles and arrangement shown on drawings.

Truss layout is schematic only. Truss manufacturer and/or engineer shall be responsible for the design and spacing of all trusses and shall submit shop drawings (sealed by a registered engineer) for approval by Builder.

E. All wood plates bearing on concrete or masonry shall be decay-resistant as required by governing codes.

1. Top plate splices to be 24" min, offset.

F. Interior trim shall be specified by Builder.

G. Provide solid wood blocking in floor system where concentrated loads occur so as to transfer load to framed wall, beam, header or foundation wall below.

H. Exterior deck lumber shall be decay-resistant and shall be specified by Builder.

I. Roof Framing

1. Typical roof framing is pre-engineered wood trusses @24" on center with sheathing per struct. Sheathing nailing pattern per struct.

2. Provide 2x wood rafter framing where indicated per struct. Sheathing and nailing per struct.

3. Tie roof framing members to top plate of wall per struct. engineer's notes and details.

4. Maintain gap @ roof sheathing at roof ridges to accommodate venting for cont. ridge vents.

5. Provide 2x lookout framing at gable ends.

WOOD AND PLASTICS - CONTINUED

6. Sheath vertical face of trusses to underside of top chord tails. Sheathing to be flush with wall sheathing below.

7. Continue wall vapor permeable air barrier (house wrap) up to underside of wall sheathing.

GUTTERS, SOFFITS AND FASCIA

A. Provide plumb-cut painted composite fascia @ roof edges. Fascia to extend min. 1/2" below bottom of adj. soffits.

B. Provide prefinished seamless metal gutters @ all horizontal roof edges. Install gutter per manuf. requirements and maintain min. 1/2" offset for top of gutter from below top of fascia. Slope gutters to downspout locations.

C. Downspout locations to be determined by Owner and Builder.

D. Provide painted hard-board soffit under all roof overhangs.

1. All soffit material at horizontal eaves to be continuously vented.

2. All soffit material at gable ends to be unvented.

INTERIOR CEILINGS

A. Provide vapor barrier at underside of roof / ceiling framing.

B. Provide min. 1/2" sag resistant Gypsum Board ceiling. Finish per Owner and Builder.

C. Attic access hatch shall be weatherstripped and insulated to a level equivalent to the insulation on the surrounding surfaces.

WALL FRAMING

A. Typical Wall Types

1. New above grade exterior walls to be 6" steel studs framed with studs @ 16" o.c. unless noted otherwise.

a. Sheath exterior face of exterior wall with sheathing per struct. Nailing pattern per struct.

b. Provide vapor permeable air barrier (commercial wrap) over exterior face of sheathing. Flash barrier around all openings with self-adhesive flashing as directed per manufacturer's requirements.

c. Finish exterior face of wall per building elevations.

d. Provide min. R-21 insulation in wall cavities.

e. Provide class I or II vapor barrier at interior face of exterior wall framing.

f. Provide min. 1/2" gypsum wall board over interior face of framing and vapor barrier. Finish gyp. bd. per schedule or per Owner and Builder.

2. New interior walls to be steel stud framed walls with studs @16" on center unless noted otherwise.

a. Provide acoustic insulation as indicated per plans.

b. Provide finished 5/8" gypsum wall board on all interior finished faces, unless noted otherwise.

THERMAL AND MOISTURE PROTECTION

A. Foundation moisture protection

1. Damp proofing will be installed in accordance with engineers recommendations and 2021 IBC requirements.

2. Provide 4" perforated foundation drain tile as specified by Builder.

B. Provide thermal building insulation at assemblies adjacent to exterior or unheated spaces meeting the requirements of governing codes and, unless otherwise noted, meeting the following minimum requirements and install per the 2018 I.E.C.C.:

1. R-13 + R-12.5ci - Exterior 6" stud walls

2. R-15.2ci - Mass Walls

3. R-60 - Roofing

4. R-20.9ci Mass Floors

1. Window U-value .29 Minimum.

2. Exterior Door U-value .63 Minimum.

C. Install insulation in continuous blankets without holes for electrical boxes, light fixtures or ductwork D. Install vapor barrier and air infiltration barrier as specified by Builder

1. Weather barrier required behind ALL siding

2. Vapor barriers shall only be placed on the warm side of insulated assemblies.

G. Roofing shall be EPDM rubber membrane or standing seam metal roofing.

H. Siding shall be hardboard or EIFS (exposure as noted on drawings) I. Provide approved corrosion-resistant flashing to prevent entry of water to the buildings structural components, flashing shall be installed in the following locations:

1. Exterior window and door openings.

2. Intersections of masonry construction.

3. Under and at the ends of masonry, wood or metal copings and sills.

4. Continuously above all projecting wood trim.

5. At wall and roof intersections.

6. At gutters.

J. Provide gutters as specified by Builder. Downspout and splash locations shall be determined by contractor (and approved by Builder) so as to provide positive roof and site drainage.

K. Provide attic and roof ventilation as specified.

L. Provide frost-proof hose bibbs where specified.

M.

THERMAL AND MOISTURE PROTECTION - CONTINUED

N. All roof drains to have down spout extensions 5'-0" minimum away from the building.

O. Roof ventilation shall be provided per drawings.

P. All attic areas to be insulated over top of ceiling vapor barrier.

DOORS AND WINDOWS

A. Doors

1. Glazing in doors and sidelights shall be double-pane insulating glass.

2. Glazing in doors and sidelights shall be tempered glass as required by governing codes.

3. Exit doorways shall be sized to permit the installation of a door not less than 3' wide and not less than 6'-8" high in all locations.

4. A floor or landing shall be provided at each side of a door.

B. Windows

1. Provide windows as specified.

2. Provide units of the size, style and quantity shown on drawings.

3. Glazing shall be double-pane insulating glass.

4. Provide tempered glass in all windows above grade as required by governing codes.

5. Header Heights : @ 8'-1 1/8" wall = 7'-0" A.F.F.

Header Heights : @ 9'-1 1/8" wall = 8'-0" A.F.F.

C. Finish hardware shall be installed as specified. Install all hardware required by governing codes.

D. Safety glazing shall be provided as required by code .

FINISHES

1. Gypsum Panels

2. Provide metal corner bead and trim at all locations shown on drawings and as recommended by gypsum wallboard manufacturer.

3. Tape, float and sand joints and fasteners of gypsum wallboard with 3-coats of joint compound as required to obtain a uniformly smooth surface.

4. Water-resistant gypsum backing board should not be used in the following locations:

a. Over a vapor retarder.

b. in areas subject to continuous high humidity.

c. On ceilings where framing exceeds 12" on center.

B. Finishes shown on drawings shall be specified by plans.

1. Shower stall walls should be finished with tile to a height of 8'-0" above the drain inlet with materials that are classified as non-absorbant C. Hardboard lap siding shall be installed in accordance with the manufacture's listing and associated ICC evaluation services report for generic applications (the most restrictive provisions shall apply). Please note that an approved weather barrier is required underALL exterior wall finishes. ALL MASONITE AND FIBER CEMENT HORIZONTAL LAP SIDING WILL NOW REQUIRE THE USE OF AN APPROVED WEATHER BARRIER INSTALLED OVER

WALL SHEATHING.

D. Bullnose all wall corners

SPECIALTIES

A. To Be Determined

ROOFS

A. All roofing shall be installed in accordance with the manufacturer's recommendations. Standing-seam metal roofing panels shall be applied to a solid or spaced sheathing, except where the roof covering is specifically designed to be applied to spaced supports. Standing-seam metal roofs will have a min. slope of a 1/2" vertical unit to a 12" horizontal unit.

B. Provide self-adhesive underlayment (ice and water shield) in all valleys, at all roof eaves and within 24" of exterior wall line below.

C. Flash all roof to wall and roof to roof connections with metal flashing per SMACNA standards.

D. All roofing penetrations to be booted or sealed per roofing manufacturer's requirements.

E. Provide drop edge flashing at all roof eaves. Match color to finished roofing color.

GENERAL NOTES

ABBREVIATIONS

ACT.

SMACNA

P.F. PREFINISHED

LONG LEG VERTICAL L.L.V.

LONG LEG HORIZONTAL L.L.H.

CLOS. CLOSET

STANDARDS INSTITUTE

ANSI AMERICAN NATIONAL

DISABILITIES ACT

ADA AMERICANS WITH

RISER

RAD

R.B.

(R)

R., RI.

REV.

ROOM

REFER

REFL.

RM.

RE:

REINF.

REQD.

R.D.

REL.

RADIUS

REFLECTED

REINFORCING

ROOF DRAIN

RUBBER BASE

REQUIRED

REMOVE

REVERSE

RELOCATED

S.A.G.

(S)

R.O.W.

SHEET

SP.

SIM.

SHT.

S.F.

SPEC.

SCHED.

STD.

STA.

SS

STRL.

STOR.

TREAD

T.&B.

S, ST.

SYM.

T., TR.

SUSP.

SQ.

SPACES

SIMILAR

TOP & BOTTOM

SYMMETRICAL

SUSPENDED

STRUCTURAL

STAINED

STAINLESS STEEL

SPECIFICATION

SQUARE FEET/FLOOR

SUSPENDED ACOUSTICAL

SQUARE

STORAGE

STANDARD

STATION

SCHEDULE

CEILING

RIGHT-OF-WAY

SEALANT

R.O. ROUGH OPENING

GRADE

G.S.

H.B.

H. & S.

GR.

GND.

GL.

G.C.

GALV.

GA.

ALT.

ASPH.

ARCH.

AL.

A.F.F.

ADJ.

ACOUS.

A.C.

A.B.

ACOUSTIC TILE

ALTERNATE

ALUMINUM

ABOVE FINISHED FLOOR

ADJUSTABLE

AIR CONDITIONING

ACOUSTIC(AL)

ANCHOR BOLT

ASPHALT

ARCHITECT(URAL)

HEAD

HDWD.

H.M.

INSUL.

I.D.

HTR.

HD.

HT.

HORIZ.

HDBD.

HDWR., HW.

H.C.

JAMB

JOIST

KITCHEN

JOINT

KIT.

JT.

JST.

JAN.

JM.

KS

INT.

B.S.

BSMT.

BRG.

BOT.

BM.

BLK.

BLDG.

BITUM.

B.S.

BD.

B & B

COLUMN

CONN.

CONC.

C.M.U.

CLG.

C.J.

C.I.P.

CI

COL.

(C)

CAB.

BUILDING SECTION

CONNECTION

CONCRETE MASONRY

CEILING

CONTROL JOINT

CAST IN PLACE

CAST IRON

CAULK

CABINET

BASEMENT

BEARING

BOTTOM

BEAM

BLOCK

BUILDING

BITUMINOUS

CONCRETE

UNIT

BOTH SIDES

BOARD & BATTEN

BULKHEADBH.

GALVANIZED STEEL

HOLLOW METAL

HARDBOARD

HOLLOW CORE

HARDEN & SEAL

GROUND

GLASS

INSIDE DIAMETER

GENERAL CONTRACTOR

GALVANIZED

GAUGE

HARDWOOD

JANITOR

INSULATION

HEATER

HEIGHT

HORIZONTAL

HARDWARE

HOSE BIBB

INTERIOR

KNEE SPACE

T.O.B.

T.O.C.

TEL.

T.O.J.

THK.

TYP.

T.J.

T.O.M.

TOPO.

T.O.F.

NOTED

UTIL.

U.O.N.

TILE

V.C.T.

VEST.

V.W.C.

VERT.

VAR.

UTILITY

VINYL WALL

VINYL COMPOSITION

VESTIBULE

VERTICAL

VARIES

TOP OF BEAM

TOP OF MASONRY

TOP OF FOOTING

TOP OF CONCRETE

TOPOGRAPHY

UNLESS OTHERWISE

TYPICAL

TOOL JOINT

TOP OF JOIST

THICKNESS

TELEPHONE

WITH

W.C.

W/ W.H.

WT.

W.P.

W/O

W.W.F.

WSCT.

WD. WOOD

LC

PLATE

AT@

LP

Ø

NUMBER

DIAMETER

CENTERLINE

WELDED WIRE

WATERPROOF

FABRIC

CHANNEL

WEIGHT

WAINSCOT

WITHOUT

WATER CLOSET

WATER HEATER

COVERING

L.W.C.

LAM.

LT.

LAV.

LAB.

MECH.

MAX.

MATL.

MAS.

MINIMUM

METAL

M.O.

NOM.

N.T.S.

N.I.C.

(N)

MISC.

MTL.

MTG.

MIN.

M.H.

MFR.

DIA.

DN.

DBL.

D.F.

DTL.

D.A.

CONSTR.

C.T.

CNTR.

E.J.

E.W.

E.W.C.

ELEV'R.

EQ.

EQUIP.

EL.

ELEC.

EA.

DRWG.

ELECTRIC WATER COOLER

EQUAL

ELEVATOR

ELEVATION

ELECTRIC

EXPANSION JOINT

EACH

DRAWING

DOWN

DIAMETER

DRINKING FOUNTAIN

DETAIL

DOUBLE

DOUBLE ACTING

EACH WAY

EQUIPMENT

CERAMIC TILE

COUNTER

CONSTRUCTION

O.D.

O.H.

PERF.

OPP.

OPG.

O.H.

OFC.

O.C.

O.A.

PAINTED

POINT

P.S.

PLMG.

(P), P, P'TD

P.L.

Q.T.

PT.

PTN.

PT.

PR.

P.I.P.

P.C.

EXISTING

EXISTING

EXT.

FDN.

F.E.

F.B.O.

F.D.

F.B.T.

(E)

EXIST.

EXP.

FOOTING FTG.

FUT.

FLR., FL.

FT.

F.I.T.

F.I.O.

FIN.

F.H.C.

F.E.C.

EXTERIOR

FUTURE

FLOOR

BY TENANT

FURNISHED & INSTALLED

BY OWNER

FURNISHED & INSTALLED

FINISH(ED)

FIRE HOSE CABINET

CABINET

FIRE EXTINGUISHER

FIRE EXTINGUISHER

FOUNDATION

FLOOR DRAIN

FURNISHED BY TENANT

FURNISHED BY OWNER

FOOT OR FEET

EXPANSION

EXHAUSTEXH.

OUTSIDE DIAMETER

OPPOSITE HAND

MASONRY OPENING

PRESSED STEEL

LIGHT WEIGHT CONCRETE

LABORATORY

PROPERTY LINE

PRESSURE TREATED

POURED IN PLACE

PERFORATED

PRECAST CONCRETE

MISCELLANEOUS

MANUFACTURER

NOT TO SCALE

NOT IN CONTRACT

NOMINAL

NEW

MEETING

MASONRY

LIGHT

LAVATORY

LAMINATE(D)

QUARRY TILE

PAIR

PLUMBING

PARTITION

OVER HEAD

OPPOSITE

OPENING

OFFICE

ON CENTER

OVER ALL

MANHOLE

MECHANICAL

MAXIMUM

MATERIAL

CONTINUOUSCONT.

T.&G. TONGUE & GROOVE

CONDITIONING CONTRACTORS

SHEET METAL AND AIR

NATIONAL ASSOCIATION

V.P. VENT PIPE

EXHAUST FANE.F.

ROOF-TOP UNITRTU

GYPSUM GYP.

E.O.S. EDGE OF SLAB

I.B.C. INTERNATIONAL

BUILDING CODE

TBD TO BE DETERMINED

RCP REFLECTED CEILING PLAN

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

PROPERTY

LI

NE

PROPERTY LINE

PROPERTY LINE

PR

O

PE

R

TY

L

IN

E

MINER STREET

RIVE

RSID

E D

RIVE

COLORADO BLVD

(E) LANDSCAPING

(E) PARKING STALLS

(E) SIDEWALK

(E ) S

ID

EW

ALK

(E ) S

ID

EW

AL

K

DRIVE-BY LANE

(E) CONCRETE WALL

(E) COVERED

ENTRY

(E) SIDEWALK

PR

O

PE

R

TY

L

IN

E

5' -0

" S

ID

E

SE

TB

AC

K

5'-0" FRONT SETBACK

5'- 0"

S

ID

E

SE

TB

AC

K

(E) ROOF CANOPY

(E) SIDEWALK

PR

O

PE

R

TY

L

IN

E

EV CHARGER

MONUMENT

SIGN

MONUMENT

SIGN

NEW ELEC. SERVICE

UNDERGROUND 4"

CONDUIT TO NORTHWEST

BUILDING CORNER. ROUTE

ABOVE IN ATTIC

EMERGENCY

GENERATOR

EV

CHARGER

1744 MINER STREET

NEW POLICE STATION

FINISHED FLOOR ELEVATION @ 7531.70'

NEW ROOF

NEW PHOTOVOLTAIC

PANELS OVER SALLY PORT

SIZE AND LOCATION TBD

SITE PLAN

ENHANCED SCHEMATIC DESIGN

SITE PLAN

A0.01 3/32"=1'-0"

SITE PLAN

N O

R

TH

AutoCAD SHX Text

ER

AutoCAD SHX Text

MP

AutoCAD SHX Text

GM

AutoCAD SHX Text

WV

AutoCAD SHX Text

WV

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

DEMOLITION PLAN KEY NOTES

DEMO EXISTING GLAZING INDICATED AS DASHED

DEMO EXISTING WALLS / FURRING AND DOORS INDICATED AS DASHED

3 DEMO EXISTING CONCRETE SLAB

4 DEMO STONE VENEER AND FRAMING

5 REMOVE FIXTURE AND STOCKPILE FOR FUTURE USE IN PROJECT

6 DEMO EXISTING BOLLARDS

7 DEMO EXISTING BANK EQUIPMENT AND FIXTURES

8 DEMO EXISTING MECHANICAL EQUIPMENT

9 REMOVE EXISTING VAULT DOOR

10 DEMO METAL PANELS SURROUNDING VAULT

11 DEMO PORTION OF BLOCK WALL AS REQUIRED, RE: STRUCTURAL

C

C

D

D

1 1

5 5

A

A

E

E

B

B

F

F

G

G

3.4

4.5

1.1

2.5

2.1

3.8

3.4

3.8

4.4

4.4

CU

RB

3'-

4" 2'-

4"

DEMOLITION PLAN

ENHANCED SCHEMATIC DESIGN

GENERAL NOTES: DEMOLITION PLAN

THE INTENT OF THE DEMOLITION DRAWINGS IS TO PROVIDE A GUIDE

FOR DEMOLITION WORK IN THE AREA OF WORK. GENERAL

CONTRACTOR SHALL PROCEED WITH CAUTION AND INVESTIGATE

EXISTING CONDITIONS THOROUGHLY BEFORE PROCEEDING WITH ANY

WORK.

DEMOLITION ITEMS ARE EITHER INDICATED GRAPHICALLY {BY DASHED

LINES} OR NOTED, BOTH ARE REQUIRED AS PART OF THE WORK

DEMOLITION AND REMOVAL OF MATERIAL: CARE SHALL BE TAKEN

WHEN REMOVING ITEMS TO BE INDICATED FOR DEMOLITION. SO THAT

NO DAMAGE IS DONE TO EXISTING CONSTRUCTION TO REMAIN. ANY

DAMAGE WILL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE

CONTRACTOR CAUSING THE DAMAGE. REMOVE DEMOLITION

MATERIAL AND DEBRIS FROM THE CONSTRUCTION SITE ON A DAILY

BASIS AS WORK PROCEEDS

PROTECTION: COVER AND PROTECT FLOORS, WALLS, EQUIPMENT,

FURNITURE AND FIXTURES TO REMAIN FROM SOILING OR DAMAGE

FROM WHICH SAID ITEMS ARE NOT TO BE REMOVED OR REFINISHED

DUST CONTROL: DUST SHALL BE CONTAINED AND CONTROLLED IN

ALL CUTTING, DRILLING AND DEMOLITION OPERATIONS

THE ARCHITECTURAL ELEMENTS: SAID ELEMENTS BE REMOVED TO

STRUCTURE, OR IF SUCH REMOVAL IS IMPRACTICAL, TO SUCH AND

EXTENT THAT PATCHING AND/OR NEW WORK WILL CONCEAL PART OF

THE ELEMENT TO REMAIN

ELECTRICAL AND MECHANICAL ELEMENTS: REMOVE SAID ELEMENTS

PRESENT IN WALL AND/OR STRUCTURES NOTED FOR DEMOLITION

UNLESS SERVING OTHER PORTIONS OF THE BUILDING, SUCH

ELEMENTS SHALL BE REMOVED BACK TO NEAREST J-BOX, PANEL,

PIPE, DUCT ETC. TO ENSURE NO CONFLICT WITH NEW WORK.

ELEMENTS SHALL BE SHUT-OFF, DISCONNECTED OR CAPPED

EXISTING UTILITIES: EACH CONTRACTOR SHALL BE RESPONSIBLE FOR

LOCATING AND PROTECTING EXISTING UTILITY LINES IN THE AREA OF

THEIR WORK. LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ANY

DAMAGE TO UTILITY LINES CAUSED BE CONSTRUCTION OPERATIONS

AT NO COST TO OWNER

CUTTING AND PATCHING: EACH CONTRACTOR SHALL FURNISH ALL

LABOR, MATERIAL, SERVICES AND EQUIPMENT TO PERFORM ALL

CUTTING, PATCHING REMOVAL AND REPLACEMENT WITH ALTERATION

OF EXISTING MATERIALS AS DESCRIBED HEREAFTER AND/OR

REQUIRED TO COMPLETE THE WORK OF THIS CONTRACT

PATCHING AND REPAIRING: PATCH AND REPAIR ANY MATERIALS OR

PORTIONS OF ADJOINING WORK SHOWN TO REMAIN WHERE WORK

UNDER THIS CONTRACT REQUIRES THE LOOSENING, CUTTING,

REMOVAL OR OTHER INTERRUPTION OR WEAKENING OF SAID WORK

TO REMAIN. WORK SO REPAIRED OR PATCHED SHALL BE DONE TO

MATCH THE ADJACENT WORK AS NEARLY AS POSSIBLE. DO NOT CUT

AND PATCH WORK EXPOSES TO VIEW IN A MANNER RESULTING IN

NOTICEABLE REDUCTION OF VISUAL QUALITIES AND SIMILAR

QUALITIES

STRUCTURAL WORK: DO NO CUT-AND-PATCH STRUCTURAL WORK IN

A MANNER RESULTING IN A REDUCTION OF LOAD-CARRYING CAPACITY

OR LOAD/DEFLECTION RATIO. SUBMIT PROPOSAL. REQUEST AND

OBTAIN THE OWNER'S/ENGINEER'S APPROVAL BEFORE PROCEEDING

WITH CUT-AND-PATCH OF STRUCTURAL WORK

STRUCTURE REMOVAL: DO NOT DEMOLISH OR REMOVE STRUCTURAL

ELEMENTS SCHEDULED FOR REMOVAL IN A MANNER RESULTING IN A

REDUCTION OF LOAD-CARRYING CAPACITY OR LOAD/DEFLECTION

RATIO OF REMAINING STRUCTURE. SUBMIT PROPOSAL, REQUEST AND

OBTAIN THE OWNER'S/ENGINEER'S APPROVAL BEFORE PROCEEDING

WITH DEMOLITION OR REMOVAL OF STRUCTURAL ELEMENTS.

SHORING OF SUFFICIENT STRENGTH AND CAPACITY SHALL BE

PROVIDED AS NECESSARY UNTIL FINAL STRUCTURAL ELEMENTS ARE

IN SERVICE

NEW WORK IN EXISTING CONSTRUCTION: CUT-AND-PATCH EXISTING

CONSTRUCTION AS REQUIRED FOR INSTALLATION OF NEW

ELECTRICAL AND MECHANICAL, OR OTHER WORK. REMOVE AND

REPLACE WORK JUDGED BY THE OWNER TO HAVE BEEN

CUT-AND-PATCHED IN A VISUALLY UNSATISFACTORY MANNER

FINAL FINISH: PATCH AND PREP WALLS AND CEILINGS TO RECEIVE

FINISH AFTER DEMOLITION

SALVAGE: WHERE NOTED

CLEAN-UP: UPON COMPLETION OF DEMOLITION WORK, REMOVE

TOOLS, EQUIPMENT AND DEMOLISHED MATERIALS FROM SITE. LEAVE

INTERIOR AREAS BROOM CLEAN

GENERAL NOTES: DEMOLITION PLAN (CONTINUED)

IF THE DEMOLITION WORK REVEALS CONDITIONS THAT CONFLICT

WITH THE PROPOSED NEW WORK, THE GENERAL CONTRACTOR SHALL

IMMEDIATELY BRING SUCH MATTERS TO THE ARCHITECT'S ATTENTION

FOR RESOLUTION BEFORE PROCEEDING WITH NEW WORK.

REMOVE ALL ABANDONED CABLING, WIRING, ETC. BACK TO SOURCE.

ANY WIRING OR OR CABLING ASSOCIATED WITH ELECTRICAL DEVICES

TO BE DEMOLISHED SHALL BE REMOVED BACK TO THE ELECTRICAL

PANEL.

REMOVE ALL EXISTING PLUMBING AS SHOWN AND CAP OFF BACK TO

SOURCE AND ANY AND ALL PLUMBING FIXTURES, DRAINS, ETC. NOT

BEING REUSED.

ALL EXISTING DOORS SHOWN AS DASHED, INCLUDING FRAMES AND

ASSOCIATED HARDWARE, ARE TO BE RELOCATED. RETURN ALL

DOORS THAT ARE IN GOOD CONDITION TO BUILDING STORAGE AT THE

DIRECTION OF BUILDING MANAGEMENT IF THEY ARE NOT TO BE

REUSED.

ALL EXISTING POWER, TELEPHONE, DATA OUTLETS, AND CONDUITS

WITHIN WORK AREA TO BE REMOVED. ALL ELECTRICAL WIRING TO BE

REMOVED BACK TO THE PANEL BOARD. ALL ABANDONED DATA AND

TELEPHONE CABLE TO BE REMOVED BACK TO TELE/COMM RACKS.

REMOVE ALL EXISTING FINISHES THROUGHOUT THE AREA OF WORK

AND PREP FOR NEW FINISHES PER MANUFACTURER'S

RECOMMENDATIONS.

DEMOLITION

PLAN

A1.0 1 1/4" = 1'-0"

DEMOLITION PLAN

N O

R

TH

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

CEILING DEMO KEY NOTES

DEMO ALL EXISTING GRID AND CEILING TILE INDICATED AS DASHED

DEMO EXISTING SOFFIT AND RELATED FRAMING

C

C

D

D

1 1

5 5

A

A

E

E

B

B

F

F

G

G

3.4

4.5

1.1

2.5

2.1

3.8

3.4

3.8

4.4

4.4

CU

RB

RCP DEMOLITION PLAN

ENHANCED SCHEMATIC DESIGN

GENERAL NOTES: RCP DEMOLITION PLAN

REMOVE ALL EXISTING CEILING MOUNTED SMOKE DETECTORS,

SPEAKERS, SENSORS, EXIT SIGNS, ETC. IN AREA OF WORK.

ALL EXISTING LIGHTS ARE TO BE REMOVED AND DISCARDED UNO.

REMOVE AND DISCARD ALL EXISTING CEILING TILES, HANGERS, AND

GYP. BOARD SOFFITS AND FRAMING TO ACHIEVE NEW LAYOUT SHOWN

ON THE REFLECTED CEILING PLAN.

RCP

DEMOLITION

PLAN

A1.1 1 1/4" = 1'-0"

RCP DEMOLITION PLAN

N O

R

TH

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

FLOOR PLAN KEY NOTES

UTILITY SINK WITH HOT WATER HEATER ABOVE

PASS-THRU LOCKERS

3 ACCORDION GATE

4 WHITE BOARD

5 ADA HIGH/LOW DRINKING FOUNTAIN

CLERESTORY WINDOW ABOVE

6X6 RUFF SAWN POST AT ENTRY (TYP. OF 7)

PROVIDE BLOCKING FOR SHELVING

BOLLARD

TRENCH DRAIN

11 MONITOR

12 SMART BOARD MONITOR / PULL DOWN PROJECTOR SCREEN

13 4" EIFS OVER CONCRETE BLOCK TO MATCH EXISTING STUCCO

14 ROUNDED BULLNOSE WALL CORNER

C

C

D

D

1 1

5 5

A

A

E

E

B

B

F

F

G

G

3.4

4.5

1.1

2.5

2.1

3.8

3.4

3.8

4.4

4.4

D

'-0

'-1

2"

'-9

'-2 1 2"

'-9

'-8

1 2"

'-8

1 2"

2'-

1 2"

CU

RB

FD

61'-31 2"

26'-71 2" 28'-10"

16'-71 2" 38'-10"

5'-10"

5'-10"

61'-31 2"

8'-31

2"(VARIES)

'-8

"15 '-8

1 2"

'-0

8'-1"

7'-3"

9'-0"

2'- 3"

4'- 0"

10'-0"

'-2

1 2"

11'-91 2"

9'- 0"

'-4

'-4

7'-

2" 7'-

3"

'-4

27'-71 2"5'-0"

8'-81 2"6'-0"6'-0"

10'-6"

10'-6"9'-21 2" 6'-0"

6'-0"

8'- 3"

9'-9"

6'- 0"

9'-6"

7'- 8"

'-1

1 2"

'-3 1 2"

7'-

7'-91 2"

8'- 6"

6'-2"

6'- 4"

15'-31 2"

4'-

2" 9'-

2"

7'- 6"

5'- 2"

3'-21 2"

'-8

16'-91 2"

3'-8"

8'- 6"

9'-61 2"

26'-81 2"

'-1

1 2"

9'-6"

7'-

VESTIBULE

A6.1

A6.1

A6.0

A6.0

A6.0

A6.0

A6.1

A6.1

A6.2

A6.2

A5.0

A5.0

A5.1

A5.1

CU

RB

TRAINING ROOM

LOBBY

ARMORY

PUBLIC

ADA

RESTROOMBREAK

ROOM

BREATHALYZER/

FINGER PRINTING

LOCKERS

SERGEANTS

OFFICERS

CHIEF

LIEUTENANT

ENTRY

VESTIBULETEL.

STORAGE

STAFF ADA

RESTROOM

STAFF

RESTROOM

INTERVIEW

ROOM

ADMINISTRATIVE

PUBLIC COUNTER

EVIDENCE

PROCESSING

EVIDENCE

STORAGE

OPEN

STORAGE

MECHANICAL/

TOILET

ADA HOLDING

ROOM

3'-8"

VEHICLE

SALLY PORT

ADA

SHOWER

PUBLIC

ENTRY

Di am ete r

DiameterDiameter Diameter

9'-6"

5'-6"

5'-81 2"

DF

9'-10"

A

B

C

D

E

G

1 2"

1 2"

2"

7"

7" 7"

7"

7"

7"

7"

7"

7"

'-4

5'-0"

A

A A

B

E

E

B

B

E

A

A

E

C

C

A

A

A

A

E

9 9

9 9

F

H

I

J

G

14 14

G

H

H

H

H

F

F

J

J

J

WALL NOTES:

1. NEW WALLS INDICATED WITH DARKER LINES

2. SOUND RATED WALLS INDICATED WITH ZIG-ZAG HATCH

3. ALL WALLS TO TERMINATE AT UNDERSIDE OF EXISTING/NEW ROOF STRUCTURE

4. MASONRY BEARING WALL

FLOOR PLAN

ENHANCED SCHEMATIC DESIGN

GENERAL NOTES: FLOOR PLAN

PATCH/TAPE/FLOAT ALL EXISTING WALLS INCLUDING PERIMITER

WALLS AS REQUIRED. FLOAT ALL EXISTING WALLS TO REMAIN IN PREP

OF NEW FINISH.

PROVIDE BLOCKING IN WALLS AS REQUIRED FOR INSTALLATION OF

NEW MILLWORK, MONITORS, SMART BOARD, WHITE BOARD, SHELVING,

ETC. GENERAL CONTRACTOR TO COORDINATE ALL BLOCKING

REQUIREMENTS WITH THE POWER PLANS, ELEVATIONS, DETAILS, AND

MANUFACTURER'S REQUIREMENTS.

ALL DIMENSIONS AND ALIGNMENTS SHOWN TO BE VERIFIED IN FIELD.

ALL DIMENSIONS SHOWN ARE TO FACE OF FINISH UNO.

ALL NEW DOORS SHALL BE 4" FROM FINISH FACE OF WALL TO INSIDE

EDGE OF DOOR OPENING ON THE HINGE SIDE OF DOOR UNO.

REFER TO SHEET A4.0 FOR DOOR SCHEDULE, DOOR TYPES AND

HARDWARE SCHEDULE. REFER TO A4.0 FOR WINDOW TYPES.

BUILDING

FLOOR PLAN

A2.0 1 1/4"=1'-0"

BUILDING FLOOR PLAN

N O

R

TH

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

C

D

D

1 1

5 5

A

A

E

E

B

B

F

F

G

G

3.4

4.5

1.1

2.5

2.1

3.8

3.4

3.8

4.4

4.4

VESTIBULE

TRAINING ROOM

LOBBY

ARMORY

PUBLIC

ADA

RESTROOMBREAK

ROOM

BREATHALYZER/

FINGER PRINTING

LOCKERS

SERGEANTS

OFFICERS

CHIEF

LIEUTENANT

ENTRY

VESTIBULETEL.

STORAGE

STAFF ADA

RESTROOM

STAFF

RESTROOM

INTERVIEW

ROOM

ADMINISTRATIVE

PUBLIC COUNTER

EVIDENCE

PROCESSING

EVIDENCE

STORAGE

OPEN

STORAGE

MECHANICAL/

TOILET

ADA HOLDING

ROOM

VEHICLE

SALLY PORT

ADA

SHOWER

PUBLIC

ENTRY

HATCHED AREA

INDICATES ACOUSTIC CEILING

PANELS ADHERED TO HARD LID AT

B.O. ROOF STRUCTURE

(VARIES - APPROX. 12'-0" A.F.F.)

HATCHED AREA

INDICATES HARD LID CEILING AT

APPROX. 10'-3" A.F.F.

2'-0" X 2'-0" A.C.T. AT 9'-2" A.F.F.

(TYP.)

HATCHED AREA

INDICATES HARD LID

CEILING AT

APPROX. 9'-4" A.F.F.

2'-0" X 2'-0" A.C.T. AT 9'-2" A.F.F.

(TYP.)

2'-0" X 2'-0" A.C.T. AT 10'-0" A.F.F.

(TYP.)

HATCHED AREA

INDICATES ACOUSTIC CEILING

PANELS ADHERED TO HARD LID AT

B.O. ROOF STRUCTURE

(VARIES - APPROX. 12'-0" A.F.F.)

REFLECTED CEILING PLAN

ENHANCED SCHEMATIC DESIGN

WALL NOTES:

1. NEW WALLS INDICATED WITH DARKER LINES

2. SOUND RATED WALLS INDICATED WITH ZIG-ZAG HATCH

3. ALL WALLS TO TERMINATE AT UNDERSIDE OF EXISTING/NEW ROOF STRUCTURE

4. MASONRY BEARING WALL

GENERAL NOTES: REFLECTED CEILING PLAN

ALL MULTIPLE SWITCHES TO BE BANKED WITH (1) COVER PLATE.

GENERAL CONTRACTOR TO VERIFY AVAILABLE CEILING PLENUM

HEIGHT BASED ON ELEVATIONS OF DUCTWORK, SPRINKLER LINES,

AND CONDUIT LOCATIONS. CONFIRM LIGHT FIXTURE HEIGHT WITH

AVAILABLE PLENUM SPACE PRIOR TO COMMENCING CEILING FRAMING.

GENERAL CONTRACTOR TO NOTIFY ARCHITECT/INTERIOR DESIGNER

OF ALL LIGHT FIXTURE CONFLICTS.

ALL RECESSED LIGHTS ARE TO BE CENTERED ON THE CEILING TILE IN

BOTH DIRECTIONS UNO.

REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR EXIT

LIGHTS, EMERGENCY LIGHTS, SMOKE DETECTORS, FIRE ALARM PULL

STATIONS, AND OTHER LIFE SAFETY DEVICE LOCATIONS AND

INFORMATION.

ALL NEW SUSPENDED CEILING GRID SHALL BE CENTERED IN ALL

CLOSED ROOMS, UNO.

REFLECTED

CEILING PLAN

A2.1 1 1/4"=1'-0"

REFLECTED CEILING PLAN

N O

R

TH

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

4-7/16" : 12"

SLOPEDN 4-7/16" : 12"

SLOPE DN

8" : 12"

SLOPE DN

4-7/16" : 12"

SLOPE DN

4-7/16" : 12"

SLO

PE

D

N

PEAK

C

C

D

D

1 1

5 5

A

A

E

E

B

B

F

F

G

G

3.4

4.5

1.1

2.5

2.1

3.8

3.4

3.8

4.4

4.4

A6.1

A6.1

A6.0

A6.0

A6.0

A6.0

A6.1

A6.1

A6.2

A6.2

A5.0

A5.0

A5.1

A5.1

C

AN

O

PY

A D

D

IT

IO

N

ROOF PLAN KEY NOTES

EXISTING STANDING SEAM METAL ROOF

EXISTING BOX GUTTER

3 NEW EPDM RUBBER MEMBRANE ROOF

4 NEW DOWNSPOUT LOCATION,

SPLASH BLOCK TO MATCH EXISTING

5 NEW STANDING SEAM METAL ROOF

6 LINE OF EXTERIOR WALL BELOW

7 EXISTING DOWNSPOUT

8 LINE OF EXISTING BEAMS BELOW

9 NEW PHOTOVOLTAIC PANELS (SIZE AND LOCATION TBD)

ROOF PLAN

ENHANCED SCHEMATIC DESIGN

ROOF PLAN

A3.0 1 1/4"=1'-0"

ROOF PLAN

N O

R

TH

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

= ALUMN. STOREFRONT

JA

MB

DETAILS

ABBREVIATIONS FOR DOOR AND FRAME SCHEDULE - ALL DOORS 1 3/4" THICK

= HOLLOW CORE WOOD

= SOLID CORE WOOD

= TIMELY PREFINISHED FRAME

= HOLLOW METAL FRAMEHM

HC

SC

T

= PAINT

= METAL

= EXISTING

= STAIN

P

M (E)

S SEC

GL

PF

AL

= GLASS

= PREFINISHED

= SECTIONAL

DOOR AND FRAME SCHEDULE

DOOR SIZE

MA

RK

FI

NI

SH

MA

TE

RI

AL

TY

PE

FRAME

MA

TE

RI

AL

HA

RD

W

AR

E

FI

NI

SH

TY

PE

HE

AD

DOOR

= DOOR. FRAME, FINISH AND

= STEEL

MATERIAL BY OWNER

ST

OF

TH

RE

SH

OL

D

WD = WOOD

A

= VARNISHVAR

= DETERMINED BYL

LANDLORD

KEYPAD ENTRY

HINGES

CLOSER

HARDWARE SET

LEVER PRIVACY

HINGES

OCCUPIED INDICATOR

CLOSER

B

CL = CLAD

1 PHM HM/GL

PHM

REMARKS

HOPE'S BRAND

3'-4" x 8'-0"

3 P

PASSAGE

LEVERS

HINGES

C

LEVER KEYED LOCK

HINGES

D

N/AE

HM

5 P WDHM A

(L X H)

= SEMI GLOSS PAINT FINISH

= GYPSUM WALL BOARD SMOOTH FINISH

ABBREVIATIONS

= VINYL PLANK FLOORING

= CARPET TILES

= SEALED CONCRETE

CPT

VP

CONC = RESILIENT BASE

CT

QT

RB

= QUARRY TILE

= CERAMIC TILE

GYP

ROOM FINISH SCHEDULE

ROOM NAME

MA

RK

FI

NI

SH

MA

TE

RI

AL

W

AL

L B

AS

E

MA

TE

RI

AL

FLOOR WALLS

= EGG SHELL PAINT FINISH

SGPT

ESPT

REMARKS

ENTRY VESTIBULE

LOBBY RESTROOM

LOBBY

PUBLIC COUNTER AND ADMINISTRATIVE

INTERVIEW ROOM

RB GYP ESPT

CONC

GYPRB

GYPRB

CONC

GYPRB

CONC

GYPRB

GYPRB

WINDOW AND GLAZING SCHEDULE

MA

RK

TYPE REMARKS

11'-5" x 7'-8"A

B

FIXED

C

D

F

G

H

R.O. SIZE

W x H

E

SILL

HEIGHT

A.F.F.

3'-4" x 6'-8" 3'-4" x 6'-8" 3'-4" x 6'-8"

EVIDENCE PROCESSING

EVIDENCE STORAGE

OPEN STORAGE

MECHANICAL / TOILET

VEHICLE SALLY PORT

HOLDING ROOM

FINGER PRINTING / BREATHALYZER

PASS-THRU VESTIBULE

BREAK ROOM

TEL. / ARMORY

TRAINING ROOM / STORAGE CLOSET

OFFICERS

LIEUTENANT

CHIEF

SERGEANTS

ADA STAFF RESTROOM

STAFF RESTROOM

LOCKERS

VP

VP

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

CPT

SHOWER

VP

CPT

CPT

VP

VP

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

RB

GYP

GYP

GYP/CB

GYP

GYP

GYP

GYP

GYP

GYP

GYP

GYP

GYP

GYP

GYP

GYP

TILE TO 7'-0" A.F.F., SGPT ABOVE

TILE TO 7'-0" A.F.F., SMPT ABOVE

TILE TO 7'-0" A.F.F., SMPT ABOVE

ESPT

SGPT

SGPT

= CONCRETE BLOCKCB

CB

RB

CB

SGPT

CT

SGPT

SGPT

SGPT / CB PAINT

GYP/CB SGPT / CB PAINT

CB PAINT

CB PICK PROOF SEALANT

ESPT

ESPT

ESPT

ESPT

ESPT

ESPT

SGPT

SGPT

SGPT

TILE TO 7'-0" A.F.F., SMPT ABOVE

CT

FIXED

FIXED

FIXED

FIXED

(2) 2'-6" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8"

3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 9'-0" x 9'-0" 9'-0" x 9'-0" 3'-0" x 6'-8"

HM

THIN GROUT LINES IN TILE WALL

PHM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

HM

P

P P P

P P

P

P P

P

P P

P

P P P

P P

P

P P P P

WD

WD

WD

B B

B

3'-4" x 8'-0" 3'-4" x 8'-0"

CLOSET DOUBLE

SLIDER

F

WD

WD

WD

HOPE'S BRAND, STC SOUND RATING: 45-50

HOPE'S BRAND

30 3'-0" x 6'-8"

HM

HM

HM

HM

HM

WD

WD

WD

HM/GL

HM/GL

WD

WD

WD

WD

WD

14A M M ACCORDION GATE WITH LOCK

HM

HM

HM/GL

M M

GARAGE OVERHEAD DOOR

GARAGE OVERHEAD DOOR

WD

M

WD

HM

WD

WD

P P

P P P

P P

P

P P P

P P

P

P P

P

P P

P

P P P

P P

P

P P P P P P

A A A A

A

D D

D

C A

A

A A A A A

STC SOUND RATING: 55+

STC SOUND RATING: 55+

STC SOUND RATING: 45-50

STC SOUND RATING: 45-50

STC SOUND RATING: 45-50

STC SOUND RATING: 45-50

B A D A

A

HOPE'S BRANDA

A

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

6"

2'-4" x 5'-8"

4'-8" x 5'-8"

4'-8" x 5'-8"

2'-6"

2'-6"

2'-6"

4'-8" x 5'-8" 2'-6"

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

HOPE'S BRAND

2'-4" x 7'-8" 6" FIXED

5'-8" x 7'-8" 6" FIXED

FIXED

FIXED

FIXED

7'-0" x 1'-6" I 7'-0" x 1'-6"

6'-6"

6'-6"

4'-8" x 5'-8" 2'-6" J

STC SOUND RATING: 45-50

PARTITION & WALL TYPES

1" = 1'-0"

PARTITION TYPE 'A'

PARTITION TYPE 'B'

STC SOUND RATING: 45-50

PARTITION TYPE 'C'

STC SOUND RATING: 55+

1" 1"

1"

PARTITION TYPE 'D'

1"

GENERAL NOTES: FINISHES

FLOAT ALL FLOORING TRANSITIONS AS REQUIRED AT DIFFERENT

FLOORING MATERIALS FOR SMOOTH TRANSITIONS. FLOAT ALL AS

REQUIRED FOR SMOOTH SURFACES.

ALL WALLS TO BE TAPED, FLOATED AND SKIMMED FOR SMOOTH

APPLICATION OF PAINT FINISHES.

ALL WALLS TO BE PAINTED (2) COATS MINIMUM PLUS (1) COAT PRIMER,

UNO.

ALL FLOORING TRANSITIONS SHALL OCCUR AT CENTER OF

DOORWAYS, UNO. PROVIDE TRANSITION STRIP AT CENTERLINE FOR

DOORWAY OR CASED OPENING BETWEEN CARPET AND VCT

TRANSITIONS.

PROVIDE SCHLUTER 1/4" W, FLAT PROFILE BETWEEN ALL VP/CARPET

TRANSITIONS, FLOAT SLAB AT CPT TRANSITIONS FOR SMOOTH

TRANSITION & TRANSITION TO MEET ADA. FINISH TO MATCH DOOR

FRAMES, UNO.

GC TO FLOAT WALL ALL THE WAY TO FLOOR AS PREP FOR NEW BASE

INSTALLATION.

SEAL ALL GROUT PER MFG SPECIFICATIONS

ALL GROUT LINES SHALL BE NO GREATER THAN 1/16" WIDE MIN.

GROUT ALL LOCATIONS. IF MANUFACTURER RECOMMENDS LARGER

GROUT SIZE, NOTIFY ARCHITECT FOR APPROVAL PRIOR TO

INSTALLING.

ALL INTERIOR CABINET MELAMINE TO BE WHITE, UNO. ALL VISIBLE

SURFACES TO BE PLASTIC LAMINATE, UNO.

SEE FINISH SCHEDULE FOR DOOR/DOOR FRAME FINISH.

EACH MATERIAL SPECIFIED FOR APPLICATION FOR THE ENTIRE

PROJECT SHALL BE FROM ONE DYE LOT.

ALL FINISH SAMPLES TO BE SUBMITTED FOR APPROVAL PRIOR TO

ORDERING.

PARTITION TYPE 'E'

1"

WALL TYPE 'F'

WALL TYPE 'G'

WALL TYPE 'H'

WALL TYPE 'J'

SCHEDULES &

DETAILS

A4.0

AutoCAD SHX Text

3-5/8" METAL STUDS 16" O.C.

AutoCAD SHX Text

2 LAYERS 5/8" GYP. EACH SIDE

AutoCAD SHX Text

3-5/8" METAL STUDS 16" O.C.

AutoCAD SHX Text

3 LAYERS 5/8" GYP. EACH SIDE

AutoCAD SHX Text

3-5/8" METAL STUDS 16" O.C.

AutoCAD SHX Text

2 LAYERS 5/8" GYP. EACH SIDE

AutoCAD SHX Text

2 LAYERS MINERAL WOOL

AutoCAD SHX Text

1 LAYER MINERAL WOOL

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK AND FASTENER

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK AND FASTENER

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK AND FASTENER

AutoCAD SHX Text

DECK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

3-5/8" METAL STUDS 16" O.C.

AutoCAD SHX Text

2 LAYERS 5/8" GYP. EACH SIDE

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK AND FASTENER

AutoCAD SHX Text

DECK

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

1 LAYER 5/8" GYP. OVER BALLISTIC PANEL

AutoCAD SHX Text

1 LAYER MINERAL WOOL

AutoCAD SHX Text

3-5/8" METAL STUDS 16" O.C.

AutoCAD SHX Text

1 LAYER 5/8" GYP. EACH SIDE

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK AND FASTENER

AutoCAD SHX Text

DECK

AutoCAD SHX Text

CONTINUOUS ACOUSTICAL SEALANT

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

1 LAYER MINERAL WOOL

AutoCAD SHX Text

6" METAL STUDS 16" O.C.

AutoCAD SHX Text

SHEATHING AS REQUIRED

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

INSULATION AND VAPOR BARRIER AS REQUIRED

AutoCAD SHX Text

5/8" GYPSUM BOARD

AutoCAD SHX Text

6" METAL STUDS 16" O.C.

AutoCAD SHX Text

SHEATHING AS REQUIRED

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

METAL RUNNER TRACK

AutoCAD SHX Text

INSULATION AND VAPOR BARRIER AS REQUIRED

AutoCAD SHX Text

5/8" GYPSUM BOARD

AutoCAD SHX Text

BOARD AND BATTON SIDING TO MATCH EXISTING

AutoCAD SHX Text

8" BLOCK WALL

AutoCAD SHX Text

SHEATHING AS REQUIRED

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

FURRING STUDS AS SPECIFIED

AutoCAD SHX Text

INSULATION AND VAPOR BARRIER AS REQUIRED

AutoCAD SHX Text

5/8" GYPSUM BOARD

AutoCAD SHX Text

CULTURED STONE WAINSCOTING TO MATCH EXISTING

AutoCAD SHX Text

BOARD AND BATTON SIDING TO MATCH EXISTING

AutoCAD SHX Text

BOARD AND BATTON SIDING TO MATCH EXISTING

AutoCAD SHX Text

8" BLOCK WALL

AutoCAD SHX Text

SHEATHING AS REQUIRED

AutoCAD SHX Text

ROOF

AutoCAD SHX Text

EIFS/INSULATION BOARD

AutoCAD SHX Text

STONE REVEAL

AutoCAD SHX Text

CULTURED STONE WAINSCOTING TO MATCH EXISTING

AutoCAD SHX Text

REVISION DATE:

AutoCAD SHX Text

ISSUED DATE:

AutoCAD SHX Text

DPD

AutoCAD SHX Text

JOB NO.:

AutoCAD SHX Text

CHECKED BY:

AutoCAD SHX Text

DRAWN BY:

AutoCAD SHX Text

BJR

AutoCAD SHX Text architect re

AutoCAD SHX Text

DULANEY

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

MARK

AutoCAD SHX Text

DATE

AutoCAD SHX Text

IDAHO SPRINGS, CO 80452

AutoCAD SHX Text

1744 MINER STREET

AutoCAD SHX Text

PROJECT TITLE

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

SHEET TITLE

AutoCAD SHX Text

SHEET NUMBER

AutoCAD SHX Text 2023-61

AutoCAD SHX Text 03.27.2024

AutoCAD SHX Text

ADDITION AND REMODEL

AutoCAD SHX Text 5825 E. Maplewood Avenue

AutoCAD SHX Text Centennial, Colorado 80111

AutoCAD SHX Text

PH: (303) 615-9123

AutoCAD SHX Text

IDAHO SPRINGS POLICE STATION

AutoCAD SHX Text

NOT FOR

A6.1C DA EB F G1

A6.2

CD AE BFG 2

A6.1

A6.2

ELEVATIONS

ENHANCED SCHEMATIC DESIGN

ELEVATION KEY NOTES

BOARD AND BATTEN SIDING TO MATCH EXISTING

EIFS OVER CONCRETE BLOCK. COLOR TO MATCH EXISTING STUCCO

3 STANDING SEAM METAL ROOFING TO MATCH EXISTING

4 6X6 RUFF SAWN WOOD POST TO MATCH…