21-035 DWGS-CMR Lewistown Conf Rm.pdf

@ SITE PLAN

SCALE = 1" = 20'-0"

EXISTING

PARKING LOT

CONTRACTOR STAGING AREA,

COORDINATE CONSTRUCTION

ENTRANCE WITH OWNER

NEW INTERIOR REMODEL

AREA IN BASEMENT OF THE

BUILDING

EXISTING

BUILDING

EXISTING ENTRANCE AT BASEMENT.

COORDINATE CONSTRUCTION

ENlRANCE WITH OWNER

N

EB

SITE NOTES:

EXISTING ENTRANCE AT BASEMENT. COORDINATE CONSTRUCTION ENTRANCE WITH OWNER.

CONTRACTOR TO TAKE CARE ACCESSING BASEMENT CONTRACTOR CAN ACCESS BASEMENT

BY GOING DOWN THE SLOPED SITE. CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE

TO GROUNDS WHILE ACCESSING THE CONSTRUCTION SITE. 410 Central Ave

GREAT FALLS, MT 59401

T: 406.453.0001

F: 406. 760.1788

SPARK-ARCHITECTURE.COM

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1:

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01-2020

SITE PLAN

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24'-5"

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ENTRY

PROVIDE DIAGONAL BRACING TO STABILIZE

SOFFITS MIN. 3'-0" O.C. (WHERE EXISTING

DUCTWORK DOES ALLOWS)

ACOUSTICAL TILE CEILING

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ENTRY

NEW GLULAM BEAM, 6.75x18" 24F-V4. REINSTALL EXISTING JOIST

BLOCKING BETWEEN JOISTS ABOVE NEW BEAMS. NAIL JOISTS TO

NEW BEAMS WITH (3) 8d NAILS. SEE DETAIL "BEAM BRACING

DETAIL" FOR BRACING NEAR COLUMNS.

NAIL SOFFIT STUD TO 2x4 BRACING AT TOP AND BOTTOM OF

JOISTS (WHERE EXISTING DUCTWORK PROHIBITS DIAGONAL

BRACING)

2x4 SOFFIT JOIST TOE NAILED TO FURRING (IF PRESENT)

ACOUSTICAL TILE CEILING

NEW 6x6 DF NO. 1 COLUMN. COLUMN BASE: SIMPSON ABA66Z WI i" DIA. x 6" EMBED EPOXY ANCHOR. POST CAP: SIMPSON

CCQ76SDS2.5

NEW CONCRETE FOOTING. 3'-6" x 3'-6" x 1 O" WITH (4) #4 EACH WAY

AT BOTTOM (3" CLEAR COVER). TOP OF FOOTING= TOP OF SLAB .

PROVIDE (2) #4 DOWELS x 24" LONG EACH SIDE OF FOOTING

PERIMETER, EMBED 4.5" INTO EXISTING SLAB WITH EPOXY.

COMPACT SUBGRADE. INSTALL 6 MIL CLASS A VAPOR BARRIER

UNDER FOOTING, PATCH IN AND SEAL TO SURROUNDING VAPOR

BARRIER PER MANUFACTURER'S INSTRUCTIONS.

GENERAL NOTES

1) ALL DIMENSIONS FROM AN EXISTING WALL ARE TO FACE OF EXISTING WALL

FINISH.

2) ALL DIMENSIONS FROM NEW WALLS ARE TO FACE OF STUD.

3) REPORT ANY DISCREPANCIES WITH WHAT EXISTS ON SITE AND DRAWINGS TO

ARCHITECT.

4) GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS OF THE

EXISTING BUILDING.

5) SEAL OPENINGS IN FLOOR AROUND DUCTS, PIPES, VENTS, SOIL-PIPES, TRAPS,

CONDUITS, ETC.

6) SEAL NEW PENETRATIONS THROUGH THE WALLS, CEILING AND ROOF.

7) WHEN DUCT WORK PIPES AND MECHANICAL UNITS ARE EXPOSED IN PAINTED

ROOMS, THEY WILL BE PAINTED AS DIRECTED BY ARCHITECT OR INTERIOR

DESIGNER.

DEMOLITION KEYNOTES @

D1) DEMOLISH EXISTING INTERIOR WALLS

02) NOT USED

03) DEMOLISH CONCRETE FLOOR AROUND COLUMNS SEE STRUCTURAL DRAWINGS

NEW KEYNOTES

1) EXISTING WINDOW TO REMAIN

2) NEW INTERIOR DOOR MATCH FINISH OF EXISTING DOORS TO REMAIN

3) NEW 2x4 WOOD STUD WALL

4) NEW 6x6 DF NO. 1 COLUMN. COLUMN BASE: SIMPSON ABA66Z W/ 5/8" DIA. x 6"

EMBED EPOXY ANCHOR. POST CAP: SIMPSON CCQ76SDS2.5W 6x6 WOOD

COLUMN

5) NEW GLULAM BEAM, 6.75x18" 24F-V4. REINSTALL EXISTING JOIST BLOCKING BETWEEN JOISTS ABOVE NEW BEAMS. NAIL JOISTS TO NEW BEAMS WITH (3) 8d

NAILS. SEE DETAIL "BEAM BRACING DETAIL" FOR BRACING NEAR COLUMNS.

6) PAINT ALL WALLS MATCH

7) NEW 2x8 WOOD STUD WALL

8) NEW CONCRETE FOOTING. 3'-6" x 3'-6" x 10" WITH (4) #4 EACH WAY AT BOTTOM

(3' CLEAR COVER). TOP OF FOOTING = TOP OF SLAB. PROVIDE (2) #4 DOWELS x

24" LONG EACH SIDE OF FOOTING PERIMETER, EMBED 4.5" INTO EXISTING SLAB

WITH EPOXY. COMPACT SUB-GRADE. INSTALL 6 MIL CLASS A VAPOR BARRIER

UNDER FOOTING, PATCH IN AND SEAL TO SURROUNDING VAPOR BARRIER PER

MANUFACTURER'S INSTRUCTIONS.

9) SAWCUT CONCRETE FLOOR INSTALL ELECTRICAL 4 PLEX UNDER CENTER OF

CEILING ABOVE. PATCH AND REPAIR FLOOR AFTER SAWCUTTING. SEE

ELECTRICAL DRAWINGS FOR SAWCUT LOCATIONS.

NO ARCHITECTURAL WORK

THIS AREA CONTRACTOR TO

REVIEW ALL DRAWINGS FOR

ENTIRE EXTENTS OF WORK

FINISHES

FLOORING = CARPET - PROCRAFT

Style: Futura Ecologix ES Color: Flying Saucer 00570 Product Type: Modular

CEILING= ACOUSTICAL TILE - ARMSTRONG

Style: Future Fissure Color: White Product Type: 24" x 24"

WALLS = GYPSUM BOARD - PAINTED

Color: To be selected by Architect and Owner

ELECTRICAL EQUPMENT

' LIGHT SWITCH

qp DUPLEX

- TELEPHONE

er; THERMASTAT

,:1_: SMOKE DETECTOR

,J-:: FIRE ALARM/ STROBE

DOOR SCHEDULE

DOOR# SIZE TYPE DR MAT FIN. FRM MAT

3'-0"x7'-0" A HC WD ST WD

FIN. HARDWARE

PT

DOOR NOTES:

HC = HOLLOW CORE

HM = HOLLOW METAL

PT= PAINT

ST=STAIN

DOOR HARDWARE: (MATCH EXISTING COLOR AND FINISH)

(3) HINGES EA. DOOR= 180' SWING MCKINNEY TA2714

PASSAGE LOCKSET= BEST 9300

STL = STEEL

WD=WOOD

TYPE 'A'

GASKETING = PEMKO GASKETING TO REDUCE NOISE

WOOD FRAME, RED

OAK FINISH

DOOR AND FRAME,

MATCH EXISTING STAIN OF DOORS

IN THE HALLWAY

HOLLOW CORE

WOOD DOOR, RED

OAK VENEER FINISH

NOTES

410 Central Ave

GREAT FALLS, MT 59401

T: 406.453.0001 F: 406. 760.1788

SPARK-ARCHITECTURE.COM

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PHASE

r-ll') a:: a,ll') I- l a:: � o _ O.z a:: :s::

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REVISIONS

Project Status 1 :

2:

01-2020

DEMOLITION PLAN

FLOOR PLAN

A101

04/21/2020 1 :05:06 PM

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CJ----�'----l-==l====l==L-=��=c1=========±c====F===i==J'icc====±===== l.1 3'-Q 1 f2" .,, REINSTALL EXISTING JOIST BLOCKING

BETWEEN JOISTS ABOVE NEW BEAMS, NOT

REQUIRED WHERE JOIST SPACE IS USED

FOR DUCTS.

FUR OUT WOOD COLUMN W/ 1x@4' o.c. _ _ _ _ ___.-

VERTICALLY SCREW 5/8" GYP BOARD TO

FURRING STRIPS AND POST

@) COLUMN BRACE DETAIL

SCALE = 1 /2" = 1 '-0"

17'-0"

VERIFY DIMENSION WITH

EXISTING DUCTS ABOVE

24'-5"

., 3'-4 1/2" .,, , �--- EXISTING FLOOR JOISTS

�--- 2x6 DIAGONAL BRACE AT ALL COLUMNS TO

THE SIDE WITH THE LOW CEILING

(3) #10 x 6" SCREWS@ EVERY BRACE

�----�- ACOUSTICAL TILE CEILING (LOW)

�------- POST CAP: SIMPSON CCQ76SDS2.5W 6x6

WOOD COLUMN

FUR OUT WOOD COLUMN W/ 1x@ 4' o.c. ----�

VERTICALLY SCREW 5/8" GYP BOARD TO

FURRING STRIPS AND POST

® COLUMN FOOTING DETAIL

SCALE = 3/4" = 1 '-0"

I I I I -

I ..... ___ .... _.I __ _J

NEW 6x6 DF NO. 1 COLUMN. COLUMN BASE: SIMPSON ABA66Z W/ j" DIA. x 6" EMBED EPOXY ANCHOR.

NEW CONCRETE FOOTING. 3'-6" x 3'-6" x 10" WITH TOP OF

FOOTING = TOP OF SLAB.

(2) #4 DOWELS x 24" LONG EACH SIDE OF FOOTING

PERIMETER, EMBED 4.5" INTO EXISTING SLAB WITH EPOXY.

(4) #4 EACH WAY AT BOTTOM (3" CLEAR COVER).

COMPACT SUBGRADE. INSTALL 6 MIL CLASS A VAPOR

BARRIER UNDER FOOTING, PATCH IN AND SEAL TO

SURROUNDING VAPOR BARRIER PER MANUFACTURER'S

INSTRUCTIONS.

GENERAL NOTES

1) ALL DIMENSIONS FROM AN EXISTING WALL ARE TO FACE OF EXISTING WALL FINISH.

2) ALL DIMENSIONS FROM NEW WALLS ARE TO FACE OF STUD.

3) REPORT ANY DISCREPANCIES WITH WHAT EXISTS ON SITE AND DRAWINGS TO ARCHITECT.

4) GENERAL CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS OF TI,E EXISTING BUILDING.

5) SEAL OPENINGS IN FLOOR AROUND DUCTS, PIPES, VENTS, SOIL-PIPES, TRAPS, CONDUITS, ETC.

6) SEAL NEW PENETRATIONS THROUGH THE WALLS, CEILING AND ROOF.

7) WHEN DUCT WORK PIPES AND MECHANICAL UNITS ARE EXPOSED IN PAINTED ROOMS, THEY WILL

BE PAINTED AS

DIRECTED BY ARCHITECT OR INTERIOR DESIGNER.

8) THE ARCHITECTURAL REFLECTED CEILING PLAN SHALL GOVERN THE LAYOUT OF ALL CEILING

ELEMENTS AND/OR PENETRATIONS. IF APPLICABLE, COORDINATE ANY FIELD VERIFIED OR

AS-BUILT CONDITIONS THAT DIFFER FROM WHAT IS SHOWN ON THESE PLANS WITH THE

ARCHITECT.

9) SIZES OF MECHANICAL EQUIPMENT (IF SHOWN) ARE FOR REFERENCE ONLY UNLESS NOTED

OTHERWISE. IF APPLICABLE, COORDINATE ACTUAL SIZES WITH THE MECHANICAL ENGINEER.

10) SIZES AND SHAPES OF LIGHTING AND OTHER MISCELLANEOUS ELECTRICAL EQUIPMENT (IF

SHOWN) ARE FOR REFERENCE ONLY UNLESS NOTED OTHERWISE. IF APPLICABLE, COORDINATE

ACTUAL SIZES WITH THE ELECTRICAL ENGINEER.

11) NSTALL SUSPENDED CEILING GRID WITH EQUAL SIZE PANELS AT EACH SIDE OR END OF THE INDIVIDUAL SPACES UNLESS NOTED OTHERWISE. NO PANEL SHALL BE LESS THAN 4" WIDE.ALL CEILING MOUNTED ITEMS (SPRINKLER HEADS, MOUNTING DEVICES, ETC.) SHALL BE CENTERED IN

THE CEILING PANELS UNLESS NOTED OTHERWISE.

12) PATCH AND REPAIR EXISTING CEILING AS REQUIRED TI,AT WAS DISTURBED DURING DEMOLITION

AND/OR NEW CONSTRUCTION ACTIVITIES. PATCH AND REPAIR TO MATCH EXISTING ADJACENT

CONSTRUCTION, SUPPORT SYSTEM, CEILING FINISH, PATTERN AND ELEVATION.

DEMOLITION KEYNOTES

D1) DEMOLISH EXISTING ACOUSTICAL TILE CEILING.

D2) DEMOLISH EXISTING LIGHT FIXTURE

D3) EXISTING WALLS THAT PENETRATE CEILING TO BE DEMOLISHED DEMOLISH ALL ELECTRICAL

AND FIRE EQUIPMENT ON THESE WALLS

NOTE: SEE MECHANICAL DRAWINGS FOR DEMOLITION OF MECHANICAL EQUIPMENT ABOVE CEILING

NEW CEILING KEYNOTES @

1) NEW 2x2 ACOUSTICAL TILE CEILING

2) NEW FLUORESCENT LIGHT FIXTURE PER ELECTRICAL DRAWINGS

3) NEW DOOR HEADER (2) 2x8

4) LIGHT FIXTURE PER ELECTRICAL DRAWINGS

5) NEW 2x WOOD SOFFIT WI PAINTED GYP BOARD BRACE TO CEILING ABOVE

NO ARCHITECTURAL WORK

THIS AREA CONTRACTOR TO

REVIEW ALL DRAWINGS FOR

ENTIRE EXTENTS OF WORK

EXISTING DUCT WORK ABOVE

SUPPLY DUCTWORK

RETURN DUCTWORK

LIGHT FIXTURES

DESCRIPTION

DEMO 2'x4' FLUORESCENT

LIGHT FIXTURE

DEMO 2'x2' FLUORESCENT

LIGHT FIXTURE

EXISTING 2'x4' FLUORESCENT

LIGHT FIXTURE TO REMAIN

NEW 2'x4' FLUORESCENT

LIGHT FIXTURE (SEE

ELECTRICAL DRAWINGS FOR

MANUFACTURER)

NEW 2'x2' FLUORESCENT

LIGHT FIXTURE (SEE

ELECTRICAL DRAWINGS FOR

MANUFACTURER)

NEW LIGHT FIXTURE (SEE

ELECTRICAL DRAWINGS FOR

MANUFACTURER AND TYPE)

IIZII

[Z]

410 Central Ave

GREAT FALLS, MT 59401

T: 406.453.0001 F: 406. 760.1788

SPARK-ARCHITECTURE.COM

_J a: w wO I- 0 z� Ww 0 a:

::J 0 oO _J a:-s CJ a: � � tu ow

PHASE

Project Status r--ll') a:: a, ll')

I- l a:: � o _ o._z a:: :s::

<o "'I "' Cl) "' -

REVISIONS

1:

2:

01-2020

CEILING PLAN

A102

2/4/2020 1 :05:06 PM

07/14/2020 1:05:06 PM

MECHANICAL

REQUIREMENTS

01-2020

PHASE REVISIONS

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2: ____

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HVAC PLANS

01-2020

SCALE = 1/4" = 1'-0"

REVISED HVAC PLAN

PHASE REVISIONS

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SCALE = 1/4" = 1'-0"

MECHANICAL DEMO FLOOR PLAN

07/13 /2020 1:05:06 PM

ELECTRICAL

REQUIREMENTS

01-2020

PHASE REVISIONS

1: ____

2: ____

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Project Status

01-2020

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ELECTRICAL

PLANS

01-2020

SCALE = 1/4" = 1'-0"

LIGHTING FLOOR PLAN

PHASE REVISIONS

1: ____

2: ____

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Project Status

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SCALE = 1/4" = 1'-0"

POWER & SPECIAL SYSTEMS FLOOR PLAN

SCALE = 1/4" = 1'-0"

ELECTRICAL DEMO FLOOR PLAN

NTS

FLOOR OUTLET