A3- B321 full set - drawings.pdf
PDF 8 MB Posted
- Attached to
- B321 Fire Pumps Federal contract opportunity
- Solicitation number
- W50S7L-21-B-0001
- Issued by
- Department of the Army National Guard
About this file
This document provides details for a firm fixed-price construction contract solicitation for fire pump replacement and building repairs at a Montana Air National Guard facility. The solicitation seeks to replace roofing, HVAC systems, fire pumps, control systems, lighting, conduct interior and exterior painting, maintain an on-site generator, and provide site work and paving. The project is set aside 100% for small businesses under NAICS code 237110 with a size standard of $39.5 million. The government estimates the contract value will be between $500,000 and $1,000,000. Award will be made to the responsible bidder offering the most advantageous price. Bids are due by midnight on 30 September 2021, provided funds are available by that date as currently anticipated.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| C4-Abstract - JKSE 182404 Repair Fire Pumps B321.pdf | ||
| Addendum 1 MANG-Building 321_E300.pdf | ||
| Addendum 1 MANG-Building 321_E400.pdf | ||
| Amendment 0002.pdf | ||
| Amendment 0001.pdf | ||
| B7-Site Visit Attendance.pdf | ||
| B8-Questions and Answers 12-2-2020.pdf | ||
| W50S7L21B0001 Repair Fire Pumps.pdf | ||
| A3-REVISED - B321 FULL SPECIFICATIONS.pdf |
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Text version
OWNER:
MONTANA AIR NATIONAL GUARD
120TH AIRLIFT WING
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT 59404
ARCHITECTS:
SMA ARCHITECTS P.C.
920 FRONT STREET SUITE 101
HELENA, MT 59601
P: 406.442.4933
PETER RUDD
ENGINEERS:
MECHANICAL AND ELECTRICAL:
MKK (N0W IMEG) CONSULTING ENGINEERS, INC.
PO BOX 9643
HELENA, MT 59604
P: 406.545.6426
KEVIN POPE, P.E., LEED AP
PROJECT TEAM
1. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE.
2. DRAWINGS HAVE BEEN PREPARED ON AN ORIGINAL SHEET SIZE OF 24"X36" AND IN COLOR.
3. HORIZONTAL DIMENSIONS SHOWN INDICATE FACE OF (F.O.) CONCRETE, F.O. STUD, CENTERLINE OF COLUMN GRIDLINE, OR F.O.
FINISH (INTERIOR), U.N.O.; VERTICAL DIMENSIONS INDICATE TOP OF (T.O.) SLAB, T.O. SUBFLOOR, OR T.O. FRAMING, U.N.O.
4. INFORMATION REGARDING EXISTING SITE CONDITIONS USED TO PREPARE THESE DRAWINGS HAS BEEN PROVIDED BY OTHERS.
CONTRACTOR TO FIELD VERIFY EXISTING SITE CONDITIONS PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER OF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THE DRAWINGS.
THE CONTRACTING OFFICER WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS, DATUM, LEVELS AND CONDITIONS PERTAINING TO THE WORK PRIOR TO COMMENCING CONSTRUCTION. PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER OF ANY DISCREPANCIES WITH THE DOCUMENTS. THE CONTRACTING OFFICER WILL ISSUE A WRITTEN DIRECTIVE IF FURTHER CLARIFICATION IS REQUIRED.
SHEET NOTES
SECTION NUMBER N
VIEW CALLOUT NORTH ARROW
EXTERIOR ELEVATION CALLOUT
EXTERIOR WALL TYPE SYMBOL
BUILDING SECTION CALLOUT
WALL SECTION CALLOUT
INTERIOR ELEVATION CALLOUT
DETAIL VIEW CALLOUT
DOOR SYMBOL
WINDOW TYPE SYMBOL
INTERIOR WALL TYPE SYMBOL
KEYNOTE CALLOUT
LEVEL CALLOUT
SHEET NUMBER
DIRECTION OF CUT PROJECT NORTH
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DIRECTION OF CUT
DETAIL NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DIRECTION OF CUT
VIEW NUMBER
SHEET NUMBER
DIRECTION OF VIEW
LEVEL TITLE
LEVEL ELEVATION
SHEET LEGEND
A3.00
A3.00
24 VIEW NAME
VIEW SCALEA1.00
A0.00 1
A1.00
LEVEL NAME
ELEVATION
100A
A
1A
EW-1A
A1.00
1. CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL BELOW GRADE UTILITES PRIOR TO EXCAVATION AND CONSTRUCTION.
2. CONTRACTOR SHALL USE EXTREME CAUTION WHEN EXCAVATING NEAR UNDERGROUND FACILITIES.
3. ANY DAMAGE TO ABOVE OR BELOW GRADE UTILITIES AND/OR FACILITIES SHALL BE IMMEDIATELY REPORTED TO THE
CONTRACTING OFFICER. ALL DAMAGED UTITLIES AND/OR FACILITIES SHALL BE REPAIRED AT CONTRACTOR'S EXPENSE.
4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR CONSTRUCTION.
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY ITEMS DAMAGED DURING CONSTRUCTION.
6. CONTRACTOR SHALL RESTORE ALL SURFACED AND LANDSCAPED AREAS ADJACENT TO THE PROJECT DAMAGED DURING
CONSTRUCTION TO EQUAL OR BETTER CONDITIONS DETERMINED BY CONTRACTING OFFICER.
CONSTRUCTION NOTES
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
PROJECT ADDRESS
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
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A
M
COV
PN JKSE 182404
10 JUNE 2019
COVER SHEET
PAR
TLM
UPGRADE FIRE PUMPS B321
PN JKSE 182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Type B-3 FINAL SUBMITTAL
UPGRADE FIRE PUMPS B321
Type B-3 FINAL SUBMITTAL | 10 JUNE 2019
PN JKSE 182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
UPGRADE FIRE PUMPS B321 COVER SHEET
COV COVER SHEET
ARCHITECTURAL DRAWINGS
A1.20 Demolition Floor Plan and Roof Plan
A1.25 Demolition Elevations, Section, Details
A2.00 Floor Plan, Roof Plan
A3.00 Elevations, Section, Details
SHEET INDEX
N N
VICINITY MAP SITE MAP
MECHANICAL DRAWINGS
M0.00 Mechanical Cover Sheet
M1.00 First Floor Demo Plan
M2.00 First Floor Mechanical Plan
M3.00 Mechanical Details and Schedules
ELECTRICAL DRAWINGS
E0.00 Electrical Cover Sheet
E1.00 First Floor Electrical Demo Plan
E2.00 First Floor Lighting Plan
E3.00 First Floor Power Plan
E4.00 Electrical One Line Diagram
FIRE PROTECTION DRAWINGS
F050 FIRE PUMP DEMOLITION
F075 TEMPORARY INSTALLATION
F100 FIRE PUMP FLOOR PLAN
F200 FIRE PUMP SECTIONS
F250 FIRE PUMP DETAILS
F275 FIRE PUMP DETAILS
F300 SPRINKLER SYSTEM DESIGN CRITERIA
F400 FIRE ALARM SYSTEM LAYOUT
UBC UNIFORM BUILDING CODE
UG UNDERGROUND
UH UNIT HEATER
UR URINAL
UV UNIT VENTILATOR
V.B. VAPOR BARRIER
VAC VACUUM
VAR VARIES
VCT VINYL COMPOSITE TILE
VEN VENEER
VERT. VERTICAL
VEST VESTIBULE
VFY. VERIFY
VG VERTICAL GRAIN
VIN VINYL
VP VENEER PLASTIC
VT VINYL TILE
VWC VINYL WALL COVERING
W WEST/WOMEN'S
W/ WITH
W/D WASHER/DRYER
W/O WITHOUT
WB WOOD BASE
WC WATER CLOSET
WD. WOOD
WH WATER HEATER
WIND. WINDOW
WWF WELDED WIRE FABRIC
WWM WIRE MESH
STD. STANDARD
STL. STEEL
STOR STORAGE
STRUCT. STRUCTURAL
SUBFLR SUBFLOOR
SUSP SUSPENDED
SV SHEET VINYL
SY SQUARE YARD
T&G TONGUE AND GROOVE
T.B. TEST BORE
T.O. TOP OF
T.O. FTG TOP OF FOOTING
T.O. SL. TOP OF SLAB
T.O.B. TOP OF BEAM
T.O.C. TOP OF CONCRETE
T.O.P. TOP OF PLATE
T.O.S. TOP OF STEEL
T.O.W. TOP OF WALL
TB TOWEL BAR
TEL TELEPHONE
TEMP TEMPERATURE
TEMP. TEMPORARY
THERM. THERMOSTAT
THK THICK
THROUGH. THROUGHOUT
THRU THROUGH
TJI TRUSS JOIST INCORPORATED
TOT. TOTAL
TPO THERMOPLASTIC POLYOLEFIN
TS TUBE STEEL
TV TELEVISION
TYP. TYPICAL
U.L. UNDERWRITERS LABORATORIES
U.N.O. UNLESS NOTED OTHERWISE
U/ UNDER
RC ROOF/CEILING
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REC RECESSED
RECOMM. RECOMMENDATION(S)
REF REFERENCE
REFR/REF REFRIGERATOR
REINF REINFORCING
REQ. REQUIRED/REQUIREMENT(S)
RES RESILIENT
REV REVERSED
RIG. RIGID
RM ROOM
RO ROUGH OPENING
RV ROOF VENT
S SOUTH
S.C. SOLID CORE
S.I.P. STRUCTURAL INSULATED PANEL
SACT SUSPENDED ACOUSTICAL CEILING TILE
SAT SUSPENDED ACOUSTICAL TILE CEILING
SCHED. SCHEDULE
SECT SECTION
SF SQUARE FEET
SHEATH./SHTHG SHEATHING
SHLVNG SHELVING
SHLVS SHELVES
SHT SHEET
SHWR SHOWER
SIM SIMILAR
SLNT SEALANT
SM SURFACE MOUNTED
SOG SLAB ON GRADE
SPEC. SPECIFICATION
SQ. SQUARE
SS STAINLESS STEEL
NA NOT APPLICABLE
NAT. NATURAL
NEC. NECESSARY
NO NUMBER
NOM. NOMINAL
NTS NOT TO SCALE
O.C. ON CENTER
O.H. OVERHANG
O/ OVER
OCC. OCCUPANTS
OD OUTSIDE DIAMETER
OH OVERHEAD
OPER. OPERABLE
OPNG OPENING
OPP OPPOSITE
PART. PARTITION
PART. BD. PARTICLE BOARD
PC PRECAST CONCRETE
PERIM. PERIMETER
PL PLATE
PLAM PLASTIC LAMINATE
PLAST PLASTIC
PLYWD. PLYWOOD
PNL PANEL
PRE-MAN. PRE-MANUFACTURED
PREFIN. PREFINISHED
PSL PARALLEL STRAND LUMBER
PT POINT
PVC POLYVINYL CHLORIDE PLASTIC POLYMER
PVMT PAVEMENT
QTY QUANTITY
R RISER
RA ROOF ASSEMBLY
RAD RADIUS
RB RUBBER BASE
IECC INTERNATION ENERGY CONSERVATION CODE
IN INCH
INCL INCLUDED
INFIL. INFILTRATION
INFO INFORMATION
INSUL. INSULATION
INT. INTERIOR
IWA INTERIOR WALL ASSEMBLY
JAN JANITOR
JST JOIST
LAV. LAVATORY
LF LINEAL FOOT
LOC. LOCATION
LSL LAMINATED STRAND LUMBER
LVL LAMINATED VENEER LUMBER
LVR LOUVER
LVT LUXURY VINYL TILE
M MEN'S
MACH. MACHINE
MAT. MATERIAL
MAX. MAXIMUM
MDF MEDIUM DENSITY FIBERBOARD
MECH. MECHANICAL
MEMB. MEMBRANE
MEZZ MEZZANINE
MFR. MANUFACTURER
MH MAN HOLE
MIN. MINIMUM or MINUTE
MIRR MIRROR
MISC. MISCELLANEOUS
MO MASONRY OPENING
MTL. METAL
MULL MULLION
N NORTH
N.I.C. NOT IN CONTRACT
FIN. FINISHED
FLR FLOOR
FLUOR FLUORESCENT
FND FOUNDATION
FOC FACE OF CONCRETE
FOS FACE OF STUD
FOUND. FOUNDATION
FOW FACE OF WALL
FRP FIBERGLASS REINFORCED PANEL
FSD FIRE SEPARATION DISTANCE
FT FOOT OR FEET
FT. FOOT
FTG FOOTING
G.A. GYPSUM ASSOCIATION
G.C. GENERAL CONTRACTOR
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GEN GENERAL
GEOTECH. GEOTECHNICAL
GI GALVANIZED IRON
GL GLASS
GLB GLULAM BEAM
GR. GROSS
GWB GYPSUM WALL BOARD
GYP GYPSUM
H.M. HOLLOW METAL
HB HOSE BIB
HC HANDICAPPED
HDR HEADER
HORIZ. HORIZONTAL
HR. HOUR
HSS HOLLOW STEEL SECTION
IBC INTERNATIONAL BUILDING CODE
IEBC INTERNATIONAL EXISTING BUILDING CODE
DL DEAD LOAD
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL.(S) DETAIL OR DETAILS
DWG DRAWING
E EAST
E.J. EXPANSION JOINT
E.W. EXTERIOR WALL
EA. EACH
EIFS EXTERIOR INSULATION FINISH SYSTEM
ELEC. ELECTRICAL
ELEV. ELEVATION
ELEV. ELEVATOR
ENCL. ENCLOSURE
EO ELECTRICAL OUTLET
EP ELECTRICAL PANEL
EQ EQUAL
EQUIP. EQUIPMENT
EXH EXHAUST
EXP EXPANSION
EXT. EXTERIOR
EXTR. EXTRUDED
F.F. FLOOR FINISH
F.F.L. FINISHED FLOOR LEVEL
F.O. FACE OF
FA FLOOR ASSEMBLY
FABR FABRICATE
FC FLOOR-CEILING
FDC FIRE DEPARTMENT CONNECTION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FFHB FROST FREE HOSE BIB
FG FINISH GRADE
FH FIRE HYDRANT
CG CORNER GUARD
CH CHANNEL
CI CUBIC INCHES
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR
CLR. CLEAR
CMNT CEMENT
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COL(S). COLUMNS
COMP. COMPOSITE
CONC. CONCRETE
COND CONDITION
CONF CONFERENCE
CONN CONNECTION
CONST. CONSTRUCTION
CONT. CONTINUOUS
CONT./CONTR. CONTRACTOR
COORD. COORDINATE
CUH CABINET UNIT HEATER
CW COLD WATER
CY CUBIC YARD
DBL DOUBLE
DED. DEDUCTIVE
DEF. DEFINITION
DEMO. DEMOLISH
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DIST. DISTANCE
(E) EXISTING
(N) NEW
A.C.T. ACOUSTIC CEILING TILE
A.F.F. ABOVE FINISHED FLOOR
A.I.B. AIR INFILTRATION BARRIER
A/C AIR CONDITIONING
ACOUST ACOUSTICAL
ADD. ADDITIVE
ADJ ADJACENT
ALT. ALTERNATE
ALUM. ALUMINUM
ANOD. ANODIZED
APPROX. APPROXIMATE
ARCH. ARCHITECT
ARM ADMINISTRATIVE RULES OF MONTANA
ASSEMB. ASSEMBLY
AUTO AUTOMATIC
B.O. BOTTOM OF
B.O.W. BOTTOM OF WALL
BARR. BARRIER
BD BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BRG BEARING
BSBD BASEBOARD
BTWN BETWEEN
BYND. BEYOND
C.C. CENTER TO CENTER
C.L.L. CONTRACT LINE LIMIT
C.T. CERAMIC TILE
CAB CABINET
CAP CAPACITY
CDX EXTERIOR GRADE PLYWOOD
CENT. CENTERED
CF CUBIC FEET
PROJECT LOCATION
NO. DATE REVISION DESCRIPTION
UP
UP
UP
1. PRIOR TO BIDDING, THE CONTRACTOR SHALL VISIT THE FACILITY AND THOROUGHLY FAMILIARIZE HIMSELF WITH EXISTING
CONDITIONS.
2. SCHEDULE DEMOLITION WORK WITH THE OWNER TO MINIMIZE DISRUPTION OF SERVICES AND PROVIDE FOR THE
UNINTERRUPTED FUNCTIONING OF THE FACILITY.
3. THE CONTRACTOR SHALL PROVIDE ALL DEMOLITION INCIDENTAL TO OR REQUIRED FOR NEW AND RENOVATION CONSTRUCTION WHETHER OR NOT IT IS SPECIFICALLY NOTED, INCLUDING BUT NOT LIMITED TO, ALL OTHER WORK THAT MIGHT REASONABLY BE REQUIRED TO BE REMOVED IN PREPARATION FOR SPECIFIED FINISHES. DEMOLITION SHALL BE PERFORMED IN A MANNER THAT WILL NOT DAMAGE ANY SERVICES INDICATED TO REMAIN. SERVICES SHALL BE PATCHED IF NECESSARY TO PROVIDE A SUITABLE
SUB-STRATA FOR NEW FINISHES.
4. REMOVE ALL ITEMS SHOWN AS "DASHED".
5. THE CONTRACTOR SHALL CONSTRUCT DUST BARRIER PARTITIONS AS REQUIRED TO SEPARATE CONSTRUCTION AREAS FROM
OCCUPIED AREAS. EXIT PATHS SHALL BE MAINTAINED CLEAR OF EQUIPMENT, MATERIAL AND DEBRIS.
6. DEBRIS SHALL BE PROMPTLY REMOVED FROM THE BUILDING AND THE SITE AND DISPOSED OF IN A LEGAL MANNER. SURFACES
IN THE CONSTRUCTION AREA SHALL BE MAINTAINED IN A BROOM CLEAN CONDITION AT THE END OF EACH WORK DAY.
7. PORTIONS OF OCCUPIED AREAS WILL REMAIN IN OPERATION AT ALL TIMES. SECURITY MUST BE MAINTAINED AT ALL TIMES.
REVIEW SECURITY PROCEDURES WITH THE OWNER PRIOR TO THE START OF WORK.
8. THE CONTRACTOR SHALL MAINTAIN AND ADHERE TO ALL CURRENT LIFE-SAFETY AND INTERIM LIFE-SAFETY RULES AND
REGULATIONS THROUGHOUT THE CONSTRUCTION OF THIS PROJECT.
9. THE CONTRACTOR SHALL PATCH AND/OR REPAIR ANY AND ALL SURFACES DAMAGED OR REMOVED DURING DEMOLITION TO
MATCH EXISTING SURFACES UNLESS SURFACES ARE TO RECEIVE NEW FINISHES OR UNLESS NOTED OTHERWISE. REFER TO AND
COORDINATE WITH STRUCTURAL.
10. ALL BUILDING SERVICES, INCLUDING MECHANICAL, PLUMBING AND ELECTRICAL SHALL NOT BE DISRUPTED FOR ANY LENGTH OF TIME NO MATTER HOW MINIMAL, UNLESS COORDINATED AND APPROVED BY THE GENERAL CONTRACTOR AND THE OWNER.
11. CONTRACTOR SHALL INSPECT EXISTING CONDITIONS PRIOR TO WORK. PRIOR TO SUBSTANTIAL COMPLETION THE CONTRACTOR WILL REPAIR OR CLEAN DAMAGED OR DIRTY SURFACES ADJACENT TO PROJECT WORK AREAS (CAUSED BY CONSTRUCTION
ACTIVITIES) TO MATCH ORIGINAL CONDITION.
12. SEE MECHANICAL, FIRE PROTECTION, AND ELECTRICAL FOR DEMOLITION REQUIREMENTS FOR THOSE DISCIPLINES.
SHEET NOTES - DEMOLITION PLAN
A A
B B
A1.25
A1.25
A3.00
A3.00
A3.00
A3.001
43'-0"
'-0
12'-0"
A1.251
A1.25
A1.25
A1.25 4
Generator Room
Pump and
Controls Room
0A
100B 101A
12 10
A A
B B
A1.25
A1.25
A3.00
A3.00 3
A3.00
A3.001
43'-0"
'-0
A1.251
A1.25
A1.25
A1.25 4
A1.25
TYP.
A1.25
TYP.
A1.25
TYP.
A1.25
TYP.
A A
B B
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
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A1.20
1823 - PN JKSE 182404
10 JUNE 2019
Demolition Floor Plan and Roof Plan
PAR
PAR/TM
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Type B-3 FINAL SUBMITTAL
N
KEYNOTES - DEMOLITION PLANS
1 Remove (E) door hardware at (E) HM doors and frames (to remain in place); prep for repainting and (N) door hardware as required.
2 Clean (E) concrete floor slab and prep for (N) floor coating system - coord. w/Mech. and Elect. for floor mounted equipment and housekeeping pad locations
3 (E) exhaust vent to remain - reuse - see Mechancial
4 (E) plumbing vent to remain
5 Remove (E) Exhaust unit - see mech.
6 Remove (E) single-ply roof membrane and rigid insulation down to (E) metal decking
7 Remove (E) prefinished metal gutters & downspouts
8 Remove (E) gravel landscaping as req. for (N) 4" conc. slab on grade
9 (E) Concrete sidewalk/slab to remain
10 (E) Asphalt paving to remain
11 (E) Steel pipe guard rail to remain - clean and prep for repainting
12 (E) Concrete stair and landing to remain
13 (E) rock landscaping area to remain
14 (E) Power transformer and concrete slab to remain - protect during course of construction
15 (E) Mechancial louver to remain - see mechanical
16 (E) Generator to remain - see electrical
17 (E) Generator controls, electrical panels, and supporting equipment to remain - see electrical
18 See Fire Protection and Electrical drawings for existing fire pumps, controls, panels, etc. to be removed and replaced throughout space
19 (E) Monitor head to remain - protect during course of construction
1/4" = 1'-0"A1.20
1 DEMOLITION FLOOR PLAN
1/4" = 1'-0"A1.20
2 DEMOLITION ROOF PLAN
N
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
AB
FINISH GRADE
96'-0"
101A
2 2 23 3
A1.25
TYP.
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
A1.25
A1.25
FINISH GRADE
96'-0"
2 2 23 34 5 6
A1.25
TYP.
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
1 2
A1.25
A1.25
FINISH GRADE
96'-0"
100A
2 22 3 35 46
A1.25
TYP.
321A12
17 17
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
A B
FINISH GRADE
96'-0"
222 335 4
A1.25
TYP.
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
A B
B.O. TRUSS
110'-2"
FINISH GRADE
96'-0"
224 SF
Generator Room
100B
22 33 5 4
A1.25
REMOVE (E) FULLY ADHERED SINGLE-PLY
ROOF MEMBRANE AND RIGID INSULATION
DOWN TO (E) MTL. DECKING
REMOVE (E) TERM BAR/SEALANT
REMOVE (E) MTL. GUTTERS
& DOWNSPOUTS
(E) TREATED 2X NAILER TO REMAIN
(E) MTL. ROOF
DECKING & OPEN
WEB STEEL TRUSSES
TO REMAIN
(E) EXTERIOR WALL
SYSTEM - MASONRY
VENEER, 2" RIGID INSUL., &
8" CMU BLOCK WALL - TO
REMAIN
REMOVE (E) FULLY ADHERED SINGLE-PLY
ROOF MEMBRANE AND RIGID INSULATION
DOWN TO (E) MTL. DECKING
REMOVE (E) TERM BAR/SEALANT
REMOVE (E) MTL. GUTTERS
& DOWNSPOUTS
(E) TREATED 2X NAILER TO REMAIN
(E) MTL. ROOF
DECKING TO REMAIN
(E) EXTERIOR WALL
SYSTEM - MASONRY
VENEER, 2" RIGID INSUL., &
8" CMU BLOCK WALL - TO
REMAIN
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
C:\Users\peterr\Documents\1823 - MANG-Building 321-R19_peterrJNJMV.rvt
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A1.25
1823 - PN JKSE 182404
10 JUNE 2019
Demolition Elevations, Section, Details
PAR
PAR/TM
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Type B-3 FINAL SUBMITTAL
1/4" = 1'-0"A1.25
1 DEMOLITION - EAST BUILDING ELEVATION
1/4" = 1'-0"A1.25
2 DEMOLITION - NORTH BUILDING ELEVATION
1/4" = 1'-0"A1.25
3 DEMOLITION - SOUTH BUILDING ELEVATION
1/4" = 1'-0"A1.25
4 DEMOLITION - WEST BUILDING ELEVATION
1/4" = 1'-0"A1.25
5 DEMOLITION - BUILDING SECTION
KEYNOTES - DEMOLITION ELEVATIONS & SECTION
1 Remove (E) door hardware
2 (E) exhaust vent to remain - see Mechanical
3 (E) plumbing vent to remain - see Mechancial
4 Remove (E) Exhaust unit - see mech.
5 Remove (E) prefinished metal gutters & downspouts
6 Remove (E) single-ply roof membrane and rigid insulation down to (E) metal decking
7 Remove (E) Exterior light fixture - see Elect.
8 (E) Fuel filler pipe to remain
9 Mech. Louver - see Mech.
10 (E) Conduit & Elect. box to remain
11 (E) Electrical utitity meter and conduit to remain
12 (E) Building signage to remain
13 (E) Water meter & conduit/piping to remain
14 Demo (E) masonry veneer as req. for (N) load bank testing plugs - coord. w/Elect.
15 (E) Steel pipe guard rail to remain - clean and prep for repainting
16 Remove (E) masonry veneer & wall construction as req. for (N) mech. louver - coord. w/Mech.
17 Demo (E) masonry veneer as req. for (N) fire protection piping - coord w/Fire Protection
3" = 1'-0"A1.25
6 Typ. Roof Edge Eave Demo Detail 3" = 1'-0"A1.25
7 Typ. Roof Edge Rake Demolition Detail
UP
UP
UP
UP
1. DIMENSIONS ARE TYPICALLY TAKEN TO GRID, FACE OF MASONRY, FACE OF CONCRETE, FACE
OF STUD OR DOOR/WINDOW OPENINGS. DIMENSIONS TO OPENINGS ARE NOMINAL, VERIFY
ALL OPENINGS WITH ROUGH OPENING REQUIREMENTS.
2. MASONRY IS DIMENSIONED NOMINALLY TO THE FACE. ACTUAL DIMENSIONS WILL BE +1/2"
FOR INSIDE DIMENSIONS AND MASONRY OPENINGS, AND -1/2" FOR OUTSIDE DIMENSIONS.
3. EXISTING CONSTRUCTION TO REMAIN SHOWN HALF-TONE, TYP.
4. SEE SHEET A1.00 FOR WALL TYPE DESIGNATIONS.SEE SHEET A1.00 FOR WALL TYPE
DESIGNATIONS.
SHEET NOTES - FLOOR PLAN
SEE WALL TYPES, SHEET A01.0 FOR MORE
INFORMATION ON ALL WALL TYPES.
WALL LEGEND - PLANS
FIRE PROTECTION NOTES:
-SEE CODE PLANS FOR FIRE- AND SMOKE-BARRIER
LOCATIONS.
EXTEND WALLS FULL HEIGHT TO
UNDERSIDE OF ROOF ASSEMBLY
DECKING ABOVE - SEE DETAILS
INCLUDE SOUND BATTS TO T.O.
WALL OR B.O. DECK IN INTERIOR
WALLS INDICATED W/ CROSS-
HATCH.
EXTEND WALLS TO UNDERSIDE
OF RATED ROOF-CEILING
ASSEMBLY (GWB) - SEE DETAILS
EXTEND WALLS TO UNDERSIDE
OF RATED ROOF-CEILING
ASSEMBLY (GWB) - SEE
DETAILS - INCLUDE SOUND
BATTS TO B.O. ASSEMBLY
A A
B B
A3.00
A3.00 3
A3.00
A3.001
43'-0"
'-0
100B 101A
0A
224 SF
Generator Room
523 SF
Pump and
Controls Room
A3.00
A3.00
3' -6
9'-6"
COORD. W/STAIR MFR.
16'-9"
12 14
18 16
21 21
A A
B B
A3.00
A3.001
43'-0"
'-0
A1.251
A1.25
A1.25
A3.00
A3.00
4'-0"
4' -0
16'-3"
12'-0"
FLOOR
HPC HIGH PERFORMANCE FLOOR COATING
ROOM FINISH KEY
DOORS & FRAMES
WALL
P1 PAINT COLOR #1
CEILING
P4 PAINT COLOR #1
WATER PIPING
P2 PAINT COLOR #2
P3 PAINT COLOR #3
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
C:\Users\peterr\Documents\1823 - MANG-Building 321-R19_peterrJNJMV.rvt
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:2
7:
P M
A2.00
1823 - PN JKSE 182404
10 JUNE 2019
Floor Plan, Roof Plan
PAR
PAR/TM
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Type B-3 FINAL SUBMITTAL
N
DOOR SCHEDULE
DOOR # WIDTH X HEIGHT DOOR TYPE FRAME TYPE FIRE RATING HARDWARE HEAD DETAIL JAMB DETAIL THRESHOLD DETAIL COMMENTS
FIRST FLOOR
100A 3'-0"X7'-0" (E) HM (E) HM - 01 Repaint (E) door and frame; install (N) door hardware
100B 3'-0"X7'-0" (E) HM (E) HM - 02 Repaint (E) door and frame; install (N) door hardware
101A 6'-0"X7'-0" (E) HM (E) HM - 03 Repaint (E) door and frame; install (N) door hardware
KEYNOTES - FLOOR& ROOF PLAN
1 Install (N) non-slip high perforamance floor coating throughout
2 Repaint all exposed wall and ceiling surfaces
3 Paint all exposed (N) and (E) mechancial, electrical, fire protection, and pump equipment
4 (N) single ply roof membrane system over (E) mtl. decking - see RC Type - paint top surface of mtl. decking before installation of (N) roof system
5 (N) galv. mtl. decking panel to match (E) - min. 12" larger ea. way - anchor to (E) decking w/sheet metal screws @ 6" o.c. at perimeter cont.
6 (N) mech. vent - see mech.
7 (N) Plumbing vent - see mech.
8 (N) Snow guards - install at locations/sizes shown per mfr.
9 (N) Prefin. mtl. gutter system cont. at entire perimeter of roof
10 (N) 4" conc. slab on grade w/thickened edge
11 (N) Prefabricated galvanized steel stair, landing, and handrail assembly for fuel filler - coordinate location and dimensions with filler location
12 (E) Concrete sidewalk/slab to remain
13 (E) Power transformer and concrete slab to remain - protect during course of construction
14 (E) rock landscaping area to remain
15 (E) Monitor head to remain - protect during course of construction
16 (E) Asphalt paving to remain
17 (E) Steel pipe guard rail to remain - clean and prep for repainting
18 (E) Concrete stair and landing to remain
19 (E) Mechancial louver to remain - see mechanical
20 (E) Generator controls, electrical panels, and supporting equipment to remain - see electrical
21 (N) fire pump equipment and controllers - see fire protection drawings - paint all (N) water piping paint color P2 per specifications
1/4" = 1'-0"A2.00
1 FIRST FLOOR PLAN
1/4" = 1'-0"A2.00
2 ROOF PLAN
N
ROOM FINISH SCHEDULE
ROOM
NUMBER ROOM NAME
FLOOR BASE NORTH WALL EAST WALL SOUTH WALL WEST WALL CODED
NOTES CEILINGMAT FIN CLR FIN CLR MAT FIN CLR MAT FIN CLR MAT FIN CLR MAT FIN CLR
100 Generator Room CONCRETE HPC - - - CMU P1 - CMU P1 - CMU P1 - CMU P1 - P1
101 Pump and Controls Room CONCRETE HPC - - - CMU P1 - CMU P1 - CMU P1 - CMU P1 - P1
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
AB
FINISH GRADE
96'-0"
A3.00
TYP.
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
FINISH GRADE
96'-0"
A3.00
A3.006
A3.00
TYP.
FI
EL
D V
ER
IF
Y
AL
L D
IM
EN
S
IO
N S
9' -1
/8
T.
O
. F
IL
LE
R
3' -9
/8
LA
N
D
IN
G H
EI
G
H T
5' -0
7 9
10 RISERS @ 6"
G U
A R
D R
A
IL
3' -6
H A
N D
R A
IL
3' -0
PLATFORM
4'-0" X 4'-0"
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
A B
FINISH GRADE
96'-0"
A3.00
TYP.
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
1 2
FINISH GRADE
96'-0"
A3.00
A3.00 6
A3.00
TYP.
321A
FIRST FLOOR
100'-0"
T.O. WALL
110'-8"
A B
B.O. TRUSS
110'-2"
FINISH GRADE
96'-0"
A3.00
224 SF
Generator Room
(E) TREATED 2X NAILER TO REMAIN
(E) MTL. ROOF DECKING & OPEN WEB STEEL
TRUSSES TO REMAIN - PAINT EXPOSED TOP
SURFACE OF DECKING BEFORE
INSTALLATION OF ROOF SYSTEM
(E) EXTERIOR WALL
SYSTEM - MASONRY
VENEER, 2" RIGID INSUL., &
8" CMU BLOCK WALL - TO
REMAIN
(N) PREFIN. MTL. GUTTER
WOOD NAILERS AS REQ. PER MEMB. MFR.
SEALANT PER MEMB. MFR.
TERM BAR, FASTENERS, & SEALANT
TAPE PER MEMB. MFR.
WRAP MEMB. DOWN FACE
W/ADHESIVE PER MFR.
MEMB. FLASHING STRIP W/HEAT-WELDED
LAP & SEALANT PER MEMB. MFR.
RC-1
(E) TREATED 2X NAILER TO REMAIN
(E) MTL. ROOF DECKING & OPEN WEB STEEL
TRUSSES TO REMAIN - PAINT EXPOSED TOP
SURFACE OF DECKING BEFORE INSTALLATION OF
ROOF SYSTEM
(E) EXTERIOR WALL
SYSTEM - MASONRY
VENEER, 2" RIGID INSUL., &
8" CMU BLOCK WALL - TO
REMAIN
(N) PREFIN. MTL. GUTTER
WOOD NAILERS AS REQ. PER MEMB. MFR.
SEALANT PER MEMB. MFR.
TERM BAR, FASTENERS, & SEALANT
TAPE PER MEMB. MFR.
WRAP MEMB. DOWN FACE
W/ADHESIVE PER MFR.
MEMB. FLASHING STRIP W/HEAT-WELDED LAP
& SEALANT PER MEMB. MFR.
RC-1
TPO SINGLE-PLY ROOF MEMBRANE -
FULLY ADHERED PER MFR.
1/2" GLASS-FIBER
COVER BOARD
R-30 RIGID INSUL.
AS REQ.
(E) MTL. DECKING TO REMAIN -
PAINT EXPOSED TOP SURFACE OF
DECKING PRIOR TO INSTALLATION OF
(N) ROOF SYSTEM.
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
C:\Users\peterr\Documents\1823 - MANG-Building 321-R19_peterrJNJMV.rvt
6/ 7/
:2
7:
P M
A3.00
1823 - PN JKSE 182404
10 JUNE 2019
Elevations, Section, Details
PAR
PAR/TM
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Type B-3 FINAL SUBMITTAL
KEYNOTES - EXTERIOR ELEVATIONS
1 (N) Prefabricated galvanized steel stair, landing, and handrail assembly for fuel filler - guard rail @ 42", handrials at 36" - coordinate location and dimensions with filler location
2 (N) Exterior light fixture - see elect.
3 (N) Prefin. mtl. gutter system cont. at entire perimeter of roof
4 Repaint (E) steel pipe rails
5 (N) fire protection piping - see Fire Protection drawings
6 (N) 4" conc. slab on grade w/thickened edge
7 (N) prefin. mtl. louver - see mech.
8 Patch & repair (E) masonry veneer as req. to match (E) adjacent at location of removed fire protection connection - sawtooth opening to accept full bricks - verify
9 (N) fuel filler location - coord. w/mechanical
1/4" = 1'-0"A3.00
1 EAST BUILDING ELEVATION
1/4" = 1'-0"A3.00
2 NORTH BUILDING ELEVATION
1/4" = 1'-0"A3.00
3 WEST BUILDING ELEVATION
1/4" = 1'-0"A3.00
4 SOUTH BUILDING ELEVATION
1/4" = 1'-0"A3.00
5 BUILDING SECTION
3" = 1'-0"A3.00
6 New Roof Edge Eave Detail 3" = 1'-0"A3.00
7 New Roof Edge Rake Detail
3" = 1'-0"A3.00
8 Roof-Ceiling Type RC-1 (New)
MECHANICAL/ELECTRICAL EQUIPMENT SCHEDULE
CONTROLS (NOTE B. BELOW) REFERENCES THE "CONTROLS" COLUMN OF THE EQUIPMENT SCHEDULES.
NOTES:
A. SEE SPECIFICATIONS DIVISION 26 "ELECTRICAL EQUIPMENT AND WIRING FOR MECHANICAL DIVISION"
FOR FURTHER INFORMATION.
B. CONTROLS: (1) FROM LIGHT SWITCH (2) SEPARATE WALL SWITCH (3) SWITCH WITH PILOT LIGHT (4)
RUNS CONTINUOUSLY (5) INTERLOCK TO RUN WITH OTHER EQUIPMENT (6) CONTROLLED BY DIVISION
23 (7) CYCLE FROM REMOTE THERMOSTAT (8) INTERGRAL TO UNIT (9) FIRE ALARM (10) OTHER; SEE
REMARKS * CARRIES FULL CURRENT. WIRING DONE BY DIVISION 26 FOR CONTROL. SEE
SPECIFICATIONS. ALSO SEE "TEMPERATURE CONTROL" SPECIFICATIONS.
C. MAGNETIC STARTERS TO HAVE MAINTAINED CONTACT UNLESS NOTED. ALL STARTERS BY
MECHANICAL UNLESS NOTED TO BE BY ELECTRICAL.
D. MOTORS 1/2 HP AND LESS TO BE 1750 RPM, 115/60/1, MOTORS 3/4 HP AND ABOVE TO BE AS NOTED IN
SCHEDULES.
E. THREE PHASE STARTERS ON MOTORS 5 HP OR GREATER TO HAVE PHASE MONITOR CONTROL RELAY, SEE SPECIFICATION.
M
T
REF
T
F
D
C
NG # PSIG
SIZE
A
CFM
TYPE
SIZE
CFM
MECHANICAL LEGEND
ABBREVIATIONS
CONTROLS LEGEND
PROJECT INFORMATION
GENERAL NOTES:
Mechanical, Electrical & Energy Consultants
Denver 7600 East Orchard Rd Suite 250-S Greenwood Village, CO 80111-2539 303.796.6000
Billings 175 North 27th Street, Suite
1312 Billings, MT 59101-2048 406.545.6420
Cheyenne 500 West 18th Street, Suite 200 Cheyenne, WY 82001-4368 307.459.6100
Salt Lake City 4760 S. Highland Drive, Suite
Salt Lake City, UT 84115
801.360.7024 Helena 920 Front Street, Suite 104 Helena, MT 59601 406.545.6421
Bogota, Colombia Calle 40B # 8-68 Edificio Torre San Marcos, 501
Bogota D.C. 110231 Colombia +57.1.485.0689
920 Front Street, Suite 104 Helena, MT 59601
406.545.6421 www.mkkeng.com
2-WAY VALVES
2 POSITION 3-WAY &
2-WAY VALVES
MODULATING 3-WAY &
LOW TEMPERATURE
DUCT SMOKE DETECTOR
DAMPER ACTUATOR
CONTROL
END SWITCH
EMERGENCY PULL SWITCH
REFRIGERANT DETECTOR
FLOW SWITCH
DETECTION THERMOSTAT
EMER
ES
FS
SWITCHS
DA
GAUGE
LT
2P
M
2P
M
OUTPUT SYMBOL
BINARY INPUT OR
XXX
XXX
OUTPUT SYMBOL
ANALOG INPUT OR
CURRENT SENSOR
DIFFERENTIAL PRESSURE
XXX
XXX
DP
CT
HI LOW
SENSOR
MAIN AIR
CONTROL AIR PIPING
CONTROL WIRING
BUTTERFLY
BUTTERFLY
2-WAY
VALVE
BFV
VALVE
3-WAY
STARTER
MOTOR
BFV
COIL
FILTER
FAN
M
PUMP
FLOW
SENSOR/CONTROLLER
DUCT AVERAGING TEMPERATURE
ROOM THERMOSTAT/TEMP SENSOR
WATER TEMPERATURE SENSOR
SENSOR/CONTROLLED
WATER DIFFERENTIAL PRESSURE
CARBON DIOXIDE SENSOR
CARBON MONOXIDE SENSOR
SNOW/ICE SENSOR
HUMIDISTAT/HUMIDITY SENSOR
BUILDING STATIC
PRESSURE SENSOR
PRESSURE SENSOR
DUCT STATIC
BSD
T
HI
LO
WITH WELL
LO
DSP
PS
LU
HI
HI
LO
T
T
SENSOR
H
REMOTE BULB
DAMPER
(SYMBOLS LOCATED IN BUILDING AUTOMATION SYSTEM SCHEMATICS)
PROJECT LOCATION: GREAT FALLS, MONTANA
PROJECT ALTITUDE: 3658 FEET ABOVE SEA LEVEL
SUMMER DESIGN TEMPERATURE: 92.1°F DRY BULB, 61°F WET BULB (ASHRAE 0.4% DESIGN)
WINTER DESIGN TEMPERATURE: -17.75°F DRY BULB, 0%RH (ASHRAE 99.6%)
1. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW THE ENTIRE PROJECT
CONSTRUCTION DOCUMENT PACKAGE, PRIOR TO BID, AND BECOME FAMILIAR WITH THE
EXTENT OF THE WORK AND COORDINATION REQUIRED. NO EXTRAS WILL BE ALLOWED
FOR ALTERATIONS OF A FORESEEABLE NATURE REQUIRED TO ACHIEVE THE END RESULT
AS INDICATED BY CONTRACT DOCUMENTS.
2. CONTRACTOR IS TO PROVIDE COMPLETE CONNECTIONS TO ALL EQUIPMENT.
3. ALL CUTTING, PATCHING AND CORE DRILLING FOR THE INSTALLATION OF NEW
EQUIPMENT, DUCTS, HANGERS, ETC. SHALL BE HELD TO A MINIMUM AND BE
ACCOMPLISHED IN A CAREFUL MANNER.
4. CONTRACTOR TO COORDINATE THE LOCATION OF ALL DUCTWORK, CEILING DEVICES,
GRILLES, REGISTERS AND DIFFUSERS WITH REFLECTED CEILING PLAN AND STRUCTURE
PRIOR TO BEGINNING WORK.
5. DUCT DIMENSIONS GIVEN ARE OUTSIDE SHEET METAL DIMENSIONS.
6. MECHANICAL DRAWINGS ARE DIAGRAMMATIC AND DO NOT NECESSARILY INDICATE
EVERY REQUIRED OFFSET, FITTING, ETC. DRAWINGS ARE NOT TO BE SCALED FOR
DIMENSIONS. TAKE ALL DIMENSIONS FROM ARCHITECTURAL DRAWINGS, CERTIFIED
EQUIPMENT DRAWINGS AND FROM THE STRUCTURE ITSELF BEFORE FABRICATING ANY
WORK, VERIFY ALL SPACE REQUIREMENTS COORDINATING WITH OTHER TRADES, AND
INSTALL THE SYSTEMS IN THE SPACE PROVIDED WITHOUT EXTRA CHARGES TO THE
OWNER.
7. THE OWNER AND ENGINEER ARE NOT RESPONSIBLE FOR THE CONTRACTOR'S SAFETY
PRECAUTIONS OR TO MEANS, METHODS, TECHNIQUES, CONSTRUCTION SEQUENCES, OR
PROCEDURES REQUIRED TO PERFORM HIS WORK.
8. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE CODES,
LOCAL CODES AND OWNER'S STANDARDS INDICATED BY THE CONSTRUCTION
DOCUMENTS.
9. ALL EXTERIOR WALL AND ROOF PENETRATIONS SHALL BE SEALED WATERPROOF.
10. ALL MECHANICAL WORK UNDER THIS CONTRACT IS TO FIVE (5) FEET OUTSIDE THE
BUILDING.
11. XX-## REFERS TO EQUIPMENT DESIGNATION. SEE SPECIFICATIONS AND EQUIPMENT
SCHEDULES FOR FURTHER INFORMATION IN REFERENCE TO THAT DESIGNATED PIECE OF
EQUIPMENT.
12. FLAG NOTES SHOWN ON DRAWINGS ARE BASED ON AN ABSOLUTE NUMBERING SYSTEM
AND ARE NOT NECESSARILY NUMBERED SEQUENTIALLY.
CONTROLS (IN PLAN)
CONTROL DAMPER
THERMOSTAT/TEMP SENSOR
HVAC DUCTWORK
24/12
SUPPLY AIR DUCT DOWN
OA, RA OR EXH DUCT DOWN
OPPOSED BLADE DAMPER ( O.B.D. )
TURNING VANES SHOWN IN 90° ELBOW.
PLUMBING
D - DOUBLE WALL CONSTRUCTION
UL - UNLINED DUCTWORK
V - OVAL DUCTWORK
DUCT SIZES ARE OUTSIDE SHEET METAL DIMENSIONS. 1st NO. IS SIZE OF SURFACE SHOWN. 2nd NO. IS DUCT DEPTH.
LETTERS AFTER DIM. CORRESPOND TO FOLLOWING:
ø - ROUND DUCTWORK
SUPPLY DIFFUSER. ALL DIFFUSERS FOUR-WAY THROW
UNLESS NOTED OR THROWS SHOW IN PLAN. SEE
SCHEDULE FOR TYPE.
RETURN/TRANSFER/EXHAUST AIR TAG. SEE SCHEDULE
FOR TYPE.
SECTION THRU OUTSIDE AIR INTAKE OR
SUPPLY AIR DUCT
SECTION THRU RETURN AIR OR
EXHAUST DUCT
W/SETPOINT ADJUSTMENT
W/TEMP INDICATION
W/TEMP AND ADJUSTMENT
W/STAINLESS STEEL COVER
SUBSCRIPTS:
W/LOCKING GUARD
S -
A -
I -
AI -
G -
VARIABLE FREQUENCY DRIVEVFD
AIR FLOW MEASURING
F L O
W
STATION
NITROGEN DIOXIDE SENSOR
ADA AMERICANS WITH DISABILITIES ACT
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
ALT ALTITUDE
BHP BRAKE HORSEPOWER
BTU BRITISH THERMAL UNIT
C COMMON PORT
CFM CUBIC FEET PER MINUTE
SCFM CFM, STANDARD CONDITIONS
CU FT CUBIC FEET
CU IN CUBIC INCH
Cv COEFFICIENT, VALVE FLOW dB DECIBEL
DB DRY BULB
DCW DOMESTIC COLD WATER
DEG OR ° DEGREE
DHW DOMESTIC HOT WATER
DIA DIAMETER
DN DOWN
(E) EXISTING
EAT ENTERING AIR TEMP.
EFF EFFICIENCY
ELEV ELEVATION
ESP EXTERNAL STATIC PRESSURE
EWT ENTERING WATER TEMP.
EXH EXHAUST
F FAHRENHEIT
FLA FULL LOAD AMPS
FPM FEET PER MINUTE
FPS FEET PER SECOND
FT FOOT, FEET, FEET WATER COLUMN
FU FIXTURE UNITS
GA GAUGE
GAL GALLONS
GPH GALLONS PER HOUR
GPM GALLONS PER MINUTE
HD HEAD
HG MERCURY
HGT HEIGHT
HORZ HORIZONTAL
HP HORSEPOWER
HR HOUR(S)
HWC HOT WATER CIRCULATING (DOMESTIC)
HZ HERTZ
ID INSIDE DIAMETER
IE INVERT ELEVATION
IJS IN JOIST SPACE
IN INCHES
IN W.C. INCHES IN INCHES WATER COLUMN
KW KILOWATT
KWH KILOWATT HOUR
LAT LEAVING AIR TEMPERATURE
LBS OR # POUNDS
LF LINEAR FEET
LRA LOCKED ROTOR AMPS
LWT LEAVING WATER TEMPERATURE
MAX MAXIMUM
MBH BTU PER HOUR (THOUSAND)
MCA MINIMUM CIRCUIT AMPS
MIN MINIMUM
N/A NOT APPLICABLE
N.C. NORMALLY CLOSED
N.O. NORMALLY OPEN
NC NOISE CRITERIA
NIC NOT IN CONTRACT
NO OR # NUMBER
NTS NOT TO SCALE
OA OUTSIDE AIR
OD OUTSIDE DIAMETER
% PERCENT
PH OR ∅ PHASE (ELECTRICAL)
PPM PARTS PER MILLION
PRESS PRESSURE
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PSIA PSI ABSOLUTE
PSIG PSI GAUGE
RA RETURN AIR
RECIRC RECIRCULATE
RH RELATIVE HUMIDITY
RLA RUNNING LOAD AMPS
RPM REVOLUTIONS PER MINUTE
SA SUPPLY AIR
SENS SENSIBLE
SL SEA LEVEL
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ SQUARE
STD STANDARD
TD TEMPERATURE DIFFERENCE
TEMP TEMPERATURE
THRU THROUGH
TJO THROUGH JOIST OPENINGS
TONS TONS OF REFRIGERATION
TSP TOTAL STATIC PRESSURE
TSTAT THERMOSTAT
TYP TYPICAL
V VOLT
VAV VARIABLE AIR VOLUME
VEL VELOCITY
VERT VERTICAL
VOL VOLUME
W WATT
WB WET-BULB
WPD WATER PRESSURE DROP
WT WEIGHT
CO
CO2
NO2
ICE
FLOW METERFLOW
EMERGENCY POWER OFF SWITCHEPO
INDOOR AIR QUALITY SENSORIAQ
PRESSURE SWITCHPS
NATURAL GAS, PRESSURE AS IDENTIFIED
(FOR ALL FIRE PROTECTION, PLUMBING AND MECHANICAL DRAWINGS)
AOM
TN AN
E E
N
No. 13799PE
KEVIN G. POPE
SC
L I E N
DE
S S
R O
F E
P
LI O AN
NG
E
I
R
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
920 Front Street, Suite 104 Helena, MT 59601 tel: 406.438.1467
06/10/2019
BIM 360://2018.03.0036 MTANG Building 321/MANG-Building 321_Mech-Plumb-R19.rvt
6/ 5/
:1
3:
P M
M0.00
1823 - PN JKSE 182404
2019-06-10
MECHANICAL COVER SHEET
CMD
KGP
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
TYPE B-3 100% SUBMITTAL
A A
B B
A A
B B
A A
B B
"x
S L
SL
55"x102"
AOM
TN AN
E E
N
No. 13799PE
KEVIN G. POPE
SC
L I E N
DE
S S
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F E
P
LI O AN
NG
E
I
R
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
920 Front Street, Suite 104 Helena, MT 59601 tel: 406.438.1467
06/10/2019
BIM 360://2018.03.0036 MTANG Building 321/MANG-Building 321_Mech-Plumb-R19.rvt
6/ 5/
:1
3:
P M
M1.00
1823 - PN JKSE 182404
2019-06-10
FIRST FLOOR DEMO PLAN
CMD
KGP
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
TYPE B-3 100% SUBMITTAL
1/4" = 1'-0"M1.00
1 MECHANICAL DEMOLITION PLAN
KEYNOTES - FLOOR PLAN
001 EXISTING UNIT HEATER TO BE REMOVED ALONG WITH ALL ASSOCIATED CONTROLS. EXISTING
PIPING TO BE REUSED EXCEPT FOR NEW EQUIPMENT CONNECTIONS AS REQUIRED.
002 EXISTING SUMP PUMP TO BE REMOVED AS REQUIRED. EXISTING DISCHARGE PIPING AND
CONTROLS TO REMAIN AND BE REUSED.
003 EXISTING CONTROL PANEL TO BE REMOVED AND REPLACED AS REQUIRED.
004 EXISTING RELIEF AIR HOOD TO BE REMOVED. COORDINATE WITH G.C. FOR ROOF PATCHING.
005 REPLACE LOUVER DAMPERS AND ACTUATORS AS REQUIRED.
006 EXISTING LOUVER TO REMAIN AND BE REUSED.
007 EXISTING INTAKE FILTERS TO BE REPLACED PRIOR TO PROJECT COMPLETION.
008 EXISTING HIGH INTERIOR TC DAMPER AND ACTUATOR TO BE REMOVED.
SHEET NOTES (MECHANICAL DEMO)
A. DRAWINGS ARE BASED ON BEST AVAILABLE INFORMATION. THESE PLANS DO NOT REPRESENT A
FINAL AS-BUILT CONDITION OF THE EXISTING SYSTEM. CONTRACTORS SHALL REPORT ANY
MAJOR DISCREPANCIES TO THE DESIGN TEAM FOR FIELD CORRDINATION.
B. THE CONTRACTOR SHALL BE COGNIZANT THAT THIS IS A REMODEL PROJECT AND AS SUCH,
CERTAIN ITEMS CANNOT BE FULLY ILLUSTRATED NOR EXPLAINED WITHOUT FIELD OBSERVATION.
THEREFORE, BEFORE SUBMITTING A PROPOSAL, THE CONTRACTOR SHALL VISIT AND EXAMINE
THE PROJECT IN EVERY DETAIL AS PERTAINS TO THIS PROJECT AND MAKE ALLOWANCES IN THEIR
PROPOSAL FOR ALL CONDITIONS THAT WILL AFFECT THE WORK INDICATED IN THE PROJECT
MANUAL AND CONTRACT DOCUMENTS.
C. IT IS ABSOLUTELY NECESSARY THAT ALL TRADES COORDINATE WITH EACH OTHER AND VERIFY
THAT THERE ARE NO CONFLICTS IN LOCATION OF DUCTS, CONDUITS, SPRINKLER HEADS,
DIFFUSERS, ELECTRICAL BOXES, EQUIPMENT, AND OTHER ITEMS THROUGHOUT THIS PROJECT
BEFORE FINAL PLACEMENT OF MATERIALS.
T
A A
B B
Generator Room
Pump and
Controls Room
ERV-1
SL-2
SL-1
GUH-2
GUH-1
8"ø
8"ø
8"ø8"ø
SL
55"x102"
"x
S L
AOM
TN AN
E E
N
No. 13799PE
KEVIN G. POPE
SC
L I E N
DE
S S
R O
F E
P
LI O AN
NG
E
I
R
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
920 Front Street, Suite 104 Helena, MT 59601 tel: 406.438.1467
06/10/2019
BIM 360://2018.03.0036 MTANG Building 321/MANG-Building 321_Mech-Plumb-R19.rvt
6/ 5/
:1
3:
P M
M2.00
1823 - PN JKSE 182404
2019-06-10
FIRST FLOOR MECHANICAL
PLAN
CMD
KGP
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
TYPE B-3 100% SUBMITTAL
1/4" = 1'-0"M2.00
1 MECHANICAL NEW PLAN
KEYNOTES - FLOOR PLAN
007 EXISTING INTAKE FILTERS TO BE REPLACED PRIOR TO PROJECT COMPLETION.
100 PROVIDE NEW CONTROLS FOR THIS ROOM AT THIS LOCATION. CONTROLS SHALL INCLUDE
ROOM HEATING, ROOM COOLING, AND GENERATOR VENTILATION. SEE CONTROLS NOTES ON
M3.00.
101 PROVIDE NEW CONTROLS FOR THIS ROOM AT THIS LOCATION. CONTROLS SHALL INCLUDE
ROOM HEATING AND ROOM COOLING. SEE CONTROLS NOTES ON M3.00.
102 NEW LOUVER TC DAMPERS AND ACTUATORS SHALL BE PROVIDED.
103 GUH-# GAS FIRED UNIT HEATER. MOUNT BOTTOM OF HEATER AS HIGH AS POSSIBLE.
PROVIDE FLUE AND COMBUSTION AIR FROM UNIT HEATER TO ROOF CONCENTRIC VENT
TERMINATION. FLUE AND COMBUSTION AIR SHALL BE THE MATERIAL AND SIZE AS REQUIRED
BY THE MANUFACTURER, TYPICAL. SEE EQUIPMENT CONNECTION DETAIL.
104 SP-# SUMP PUMP. PROVIDE NEW PUMP IN PIT AS REQUIRED AND CONNECT INTO EXISTING
WIRING, CONTROLS, AND PIPING.
105 ERV-1 ENERGY RECOVERY VENTILATION. MOUNT ON 4" HOUSEKEEPING PAD THAT 4" WIDER
THAN THE UNIT IN ALL DIRECTIONS. COORDINATE WITH G.C. AS REQUIRED.
106 OPEN DUCT END.
107 OPEN DUCT END POINTED DOWN.
108 PROVIDE SHEET METAL COVER OVER THE PREVIOUS PLENUM OPENING.
SHEET NOTES (MECHANICAL NEW)
A. ALL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURER’S WRITTEN INSTALLATION,
OPERATION, AND MAINTENANCE (I.O.M.) INSTRUCTIONS WITH ALL REQUIRED CLEARANCES
MAINTAINED.
B. FOR FURTHER INFORMATION.
C. ALL THERMOSTATS TO BE MOUNTED AT 48" AFF.
D. MECHANICAL CONTRACTOR TO CORRDINATE SEALING OF ALL EXTERIOR PENETRATIONS WITH
THE GENERAL CONTRACTOR.
HEAT RECOVERY VENTILATOR
ITEM SERVICE
FAN DATA HEAT EXCHANGER ELECTRICAL DATA OP MANUFACTURER
NOTES
CON-
SUP EXH FAN (2) SUMMER WINTER SUMMER WINTER
V-PH FLA
WGT & MODEL NO. TROLS
CFM CFM SP (EA) EAT °F EAT °F LAT °F LAT °F EFFECT FAN LBS
IN W.C. DB/WB DB DB/WB DB % HP
ERV-1 VENT AIR 300 300 0.50 92 -19.0 84 39.6 50.00 2/10 120-1 3.3 75 Renewaire EV300 1 DDC
NOTES: 1. PROVIDE 2" PLEATED MERV 8 FILTERS ON HEAT EXCHANGER INLETS.
STATIONARY LOUVER SCHEDULE
ITEM SERVICE CFM
MAX S.P.
DROP
IN.
MAX
VELOCITY
FPM
MIN. FREE
AREA SQ.
FT.
SIZE
MANUFACTURER & MODEL NO. NOTESWIDTH
IN.
HEIGHT
IN.
SL-1 INTAKE 300 0.030 400 0.75 18 18 RUSKIN ELF6375DX 1
SL-2 EXHAUST 300 0.030 400 0.75 18 18 RUSKIN ELF6375DX 1
GENERAL NOTES:
1. ALL LOUVER SIZES (LxWxD) TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND CONFIRMED BY ARCHITECT DURING SUBMITTALS.
2. ALL LOUVER WATER PROOFING/ASSEMBLY MOUNTING DETAILS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND CONFIRMED
BY ARCHITECT DURING SUBMITTALS.
3. ALL LOUVER COLORS, INCLUDING FIELD OR FACTORY PAINTING, NEEDS TO BE COORDINATED WITH ARCHITECTURAL DRAWINGS AND CONFIRMED
BY ARCHITECT DURING SUBMITTALS.
SPECIFIC NOTES:
1. PROVIE WITH 1/2"x1/2" BRIDSCREEN ON INSIDE FACE AND EXTENDED SILL.
GAS FIRED HEATER SCHEDULE
ITEM TYPE CFM MBH AIR MOTOR DATA OP MANUFACTURER & NOTES CONTROLS
EAT LAT HP V-PH WGT MODEL #
°F °F LBS
GUH-1 VERT 700 60.0 50 135 3/50 115-1 80.0 REZNOR UDAS 1,2 LOW VOLT TSTAT
GUH-2 VERT 700 30.0 50 92 2/67 115-1 60.0 REZNOR UDAS 1,2 LOW VOLT TSTAT
NOTES: 1. LOUVERS, FAN GUARD, INTEGRAL MANUAL STARTER, SINGLE STAGE INTERMITTENT PILOT
2. SINGLE POINT ELECTRICAL POWER CONNECTION WITH FUSED DISCONNECT FOR FAN, BURNER ASSEMBLY AND OR POWERED EXHAUST AND CONTROLS.
DOMESTIC PUMP SCHEDULE
ITEM TYPE SERVICE GPM
TOTAL
HEAD FT.
W.C.
HP
MOTOR DATA
OP WGT
LBS
MANUFACTURER / MODEL NO. NOTES
RPM V-PH
SP-1,2 SUMP PIT 55 10.0 1/2 1750 115-1 30 LIBERTY PUMPS / 280
NOTES:
1/21/2019
CONTROL NOTES
3/22/2019
GENERATOR ROOM:
1. SPACE HEATING SETPOINT: 60 DEGREES F (ADJUSTABLE).
2. SPACE HEATING SETPOINT: NA
3. ON A CALL FOR HEATING THE GAS FIRED UNIT HEATER SHALL OPERATE TO MAINTAIN ROOM SETPOINT.
4. INTAKE AND EXHAUST LOUVER TC DAMPERS SHALL 100% CLOSED AT ALL TIMES UNTIL GENERATOR OPERATION IN WHICH BOTH SET OF DAMPERS SHALL OPEN.
5. AFTER GENERATOR OPERATION HAS ENDED, DAMPERS SHALL BE 100% CLOSED.
6. AN ALARM SHALL BE INDICATED WITHIN THE BASE EMACS SYSTEM IF THE GENERATOR IS RUNNING AND ETIHER DAMPERS IS CLOSED.
FIRE PUMP ROOM:
1. SPACE HEATING SETPOINT: 60 DEGREES F (ADJUSTABLE).
2. SPACE HEATING SETPOINT: 85 DEGREES F (ADJUSTABLE).
3. ON A CALL FOR HEATING THE GAS FIRED UNIT HEATER SHALL OPERATE TO MAINTAIN ROOM SETPOINT.
4. ON A CALL FOR COOLING THE ENERY RECOVERY VENTILATOR (ERV-1) SHALL OPERATE TO MAINTAIN ROOM SETPOINT.
DDC MONITORING INTO EXISTING SYSTEM:
1. UNIT HEATER (UH-1) STATUS.
2. UNIT HEATER (UH-2) STATUS.
3. ENERGY RECOVERY VENTILATOR (ERV-1) STATUS.
4. GENERATOR ROOM SPACE TEMP.
5. GENERATOR INTAKE LOUVER STATUS
6. GENERATOR EXHAUST LOUVER STATUS
7. FIRE PUMP ROOM SPACE TEMP.
12" MIN
NOTE:
ALL THREADED JOINT MAKE UP
SHALL BE ACCOMPLISHED
WITH APPROVED JOINT
COMPOUND FOR NATURAL AND
MFGRD GAS. MAKE UP WITH
NO LESS THAN 2 THREADS
SHOWING. TEST FOR LEAKS AS
REQ'D BT SPECIFICATIONS.
DIRT LEG
APPLIANCE
CONNECTION
WITH
FLEXIBLE
CONNECTOR
MALLEABLE UNION
MALLEABLE TEE, STD OR
REDUCING AS REQ'D
CLOSE NIPPLE
3/4 & 1" SIZE: USE GROUND
JOINT GAS COCK, OVER 1" USE
LUBRICATED PLUG COCK OR
RATED & APPROVED BALL VALVE
PRIMARY GAS SUPPLY TO
APPLIANCE SEE DRAWING
FOR SIZE
6" MIN
FULL
SUPPLY
PIPE SIZE
MALLEABLE CAP
ALL NIPS
TBE (TYP)
GAS CONECTION DETAIL
NO SCALE
AOM
TN AN
E E
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No. 13799PE
KEVIN G. POPE
SC
L I E N
DE
S S
R O
F E
P
LI O AN
NG
E
I
R
BIM FILE PATH:
SHEET NO.:
TITLE:
copyright 2018 SMA, P.C.
REVISIONS:
KEYMAP:
HELENA
920 Front Street | Suite 101 Helena | MT | 59601 P| 406/442.4933 www.architects-sma.com
ARCHITECT SEAL:
PROJECT:
PROJECT LOCATION:
PREPARED FOR:
LOGO:
CONSULTANT:
PROJECT NUMBER:
DRAWN BY:
CHECKED BY:
TEAM:
PHASE:
DATE:
PROJECT NUMBER:
Pl ot
D at e:
BOZEMAN
109 East Oak Street | Suite 2E Bozeman | MT | 59715 P| 406/219.2216 www.architects-sma.com
920 Front Street, Suite 104 Helena, MT 59601 tel: 406.438.1467
06/10/2019
BIM 360://2018.03.0036 MTANG Building 321/MANG-Building 321_Mech-Plumb-R19.rvt
6/ 5/
:1
3:
P M
M3.00
1823 - PN JKSE 182404
2019-06-10
MECHANICAL DETAILS AND
SCHEDULES
CMD
KGP
UPGRADE FIRE PUMPS B321
1823 - PN JKSE
182404
MONTANA AIR NATIONAL GUARD
GREAT FALLS AIR NATIONAL GUARD BASE
GREAT FALLS, MT
Mechanical, Electrical & Energy Consultants
Denver 7600 East Orchard Rd Suite 250-S Greenwood Village, CO 80111-2539 303.796.6000
Billings 175 North 27th Street, Suite
1312 Billings, MT 59101-2048 406.545.6420
Cheyenne 500 West 18th Street, Suite 200 Cheyenne, WY 82001-4368 307.459.6100
Salt Lake City 4760 S. Highland Drive, Suite
Salt Lake City, UT 84115
801.360.7024 Helena P.O. Box 9643 Helena, MT 59604 406.438.1467
Bogota, Colombia Calle 40B # 8-68 Edificio Torre San Marcos, 501
Bogota D.C. 110231 Colombia +57.1.485.0689
Box 9643 Helena, MT 59604
406.438.1467 www.mkkeng.com
X
F1
FACP
X
M
A
V
GF
G
J
J
J
X
C
PB
M
F
N
MCC
T
SPD
G
EPO
NOTE: ALL ABBREVIATIONS SHOWN
ARE NOT NECESSARILY USED.
1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT
DIMENSIONS.
2. REFER TO THE ARCHITECTURAL PLANS, ELEVATIONS, AND DIAGRAMS FOR LOCATIONS OF THE
FLOOR AND WALL DEVICES. IF DEVICES ARE NOT NOTED OTHERWISE THEY SHALL BE MOUNTED
LONG AXIS VERTICAL AT THE FOLLOWING HEIGHTS AFF TO CENTER OF DEVICE: SWITCHES +42", RECEPTACLES +18", VOICE/DATA JACKS +18".
3. COORDINATE ALL EQUIPMENT LOCATIONS WITH THE MECHANICAL PLANS AND THE
MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN.
4. ANY ITEMS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED BY THE CONTRACTOR, AT NO
ADDITIONAL COST TO THE OWNER.
5. ALL 120V BRANCH CIRCUITS SHALL BE 3-WIRE (PHASE,NEUTRAL,GROUND). PHASE, NEUTRAL, AND GROUND CONDUCTORS SHALL BE SIZE 12 AWG UNLESS OTHERWISE NOTED. BRANCH
CIRCUITS SHOWN AS A SINGLE HOMERUN SHALL NOT BE COMBINED WITH OTHER CIRCUITS. ALL
BRANCH CIRCUITS AND FEEDERS SHALL HAVE EQUIPMENT GROUNDING CONDUCTORS
INSTALLED IN THE RACEWAY.
6. THE CONTRACTOR SHALL MAINTAIN FIRE-RATINGS FOR ALL CONDUIT PENETRATIONS THROUGH
FIRE-RATED CONSTRUCTION.
7. COORDINATE THE LOCATIONS AND CONTROLS OF ALL APPLICABLE FIRE/SMOKE DAMPERS WITH
THE MECHANICAL CONTRACTOR, PRIOR TO CONSTRUCTION.
8. ALL MOUNTING OF ELECTRICAL DEVICES (LUMINAIRES, OUTLETS, CONDUIT RUNS, ETC.) SHALL
COMPLY WITH STATE AND LOCAL SEISMIC REQUIREMENTS. ALL LUMINAIRES SHALL BE
SUPPORTED INDEPENDENTLY OF THE CEILING SUPPORT HANGERS IN COMPLIANCE WITH IBC
AND NEC REQUIREMENTS.
9. GFCI DEVICES SHALL BE PROVIDED AS NOTED AND SHALL COMPLY WITH NEC AND LOCAL
REQUIREMENTS. NO FEED-THRU GFCI PROTECTION SHALL BE PERMITTED FOR DOWNSTREAM
DEVICES. GFCI DUPLEX RECEPTACLES SHALL BE UL 943 2006 "LOCK-OUT" ACTION OR
"NOTIFICATION" COMPLIANT.
10. COORDINATE THE INSTALLATION OF COMMUNICATIONS CABLING, ROUTING, MOUNTING BOXES, AND TERMINATIONS WITH THE OWNER OR IT MANAGER, PRIOR TO CONSTRUCTION.
11. THE INFORMATION ON THESE DRAWINGS HAS BEEN ASCERTAINED FROM EXISTING DRAWINGS
AND FIELD OBSERVATIONS. THIS INFORMATION IS AS ACCURATE AS CONDITIONS WOULD
ALLOW. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VISIT THE SITE, PRIOR TO BID, AND
BECOME FAMILIAR WITH THE EXTENT OF THE WORK REQUIRED. NO EXTRAS WILL BE ALLOWED
FOR ALTERATIONS OF A FORESEEABLE NATURE THAT ARE REQUIRED TO ACHIEVE THE END
RESULT AS INDICATED BY THE CONTRACT DOCUMENTS.
12. ON DEMOLITION PLANS: ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT SHALL BE REMOVED, UNLESS NOTED OTHERWISE.
13. ON NEW FLOOR PLANS: ALL ITEMS SHOWN IN LIGHT LINE WEIGHT ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. ALL ITEMS SHOWN IN HEAVY LINE WEIGHT ARE NEW OR
RELOCATED AS NOTED.
14. THE NEW WIRING REQUIRED IN REMODELED AREAS SHALL BE FISHED THROUGH EXISTING
WALLS OR CONCEALED IN NEW WALLS OR ABOVE CEILINGS. SURFACE MOUNTED CONDUIT
SHALL NOT BE USED IN ANY FINISHED AREAS. CONTRACTOR SHALL NOT ROUTE ANY CONDUIT
WITHIN STRUCTURAL OR TOPPING SLABS OF FLOORS UNLESS NOTED TO DO SO.
15. ITEMS THAT ARE SHOWN TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY INCLUDING
ALL ASSOCIATED CONDUIT, WIRE, AND HANGERS BACK TO THE POINT OF ORIGIN OR THE
NEAREST EXISTING ITEM THAT IS REMAINING, UNLESS NOTED OTHERWISE. WHERE EXISTING
DEVICES, SWITCHES, MOTOR CONNECTIONS, ETC. ARE TO BE REMOVED FROM WALLS WHICH
ARE REMAINING, WALLS SHALL BE PATCHED TO MATCH ORIGINAL FINISH, AFTER CONDUCTORS
HAVE BEEN REMOVED. BLANK COVERPLATES OVER EXISTING BOXES ARE NOT ACCEPTABLE. IF
EXISTING CONDUITS ARE ROUTED IN CONCRETE FLOOR SLABS, WALLS OR CEILINGS, THEY
SHALL BE CUT BACK TO WITHIN CONCRETE AND FILLED WITH GROUT TO ACHIEVE A SMOOTH
AND EVEN FINISH FLUSH WITH CONCRETE SURFACE AFTER CONDUCTORS HAVE BEEN
REMOVED.
16. MAINTAIN CIRCUIT CONTINUITY FOR EXISTING ITEMS THAT ARE REMAINING OR BEING
RELOCATED.
17. ELECTRICAL DEVICE IDENTIFICATION LABELS: PROVIDE ADHESIVE FILM LABEL, MACHINE
PRINTED, IN BLACK, BY THERMAL TRANSFER OR EQUIVALENT PROCESS WITH MINIMUM LETTER
HEIGHT OF 3/8" ON ALL ELECTRICAL DEVICES. LABEL SHALL IDENTIFY ORIGINATING PANEL AND
CIRCUIT NUMBER IN THE FOLLOWING FORMAT: PANEL-CKT. REFERENCE SPECIFICATIONS FOR
ADDITIONAL LABELING REQUIREMENTS. WHERE THE PROJECT SPECIFICATIONS INDICATE MORE
STRINGENT LABELING REQUIREMENTS, THOSE REQUIREMENTS SHALL TAKE PRECEDENCE.
18. PROVIDE TYPED UPDATED PANEL DIRECTORIES FOR EXISTING PANELS AFFECTED BY REMODEL
WORK. PROVIDE NEW CIRCUIT BREAKER NUMBER IDENTIFICATION AS REQUIRED.
19. FLAG NOTES SHOWN ON DRAWINGS ARE BASED ON AN ABSOLUTE NUMBERING SYSTEM AND
ARE NOT NECESSARILY NUMBERED SEQUENTIALLY.
SUBSCRIPTS:
WALL MOUNTED TELEPHONE OUTLET
WALL MOUNTED DATA OUTLET
WALL MOUNTED COMBINATION TELEPHONE/DATA
CONNECTION TO PRE-WIRED EQUIPMENT
COMMUNICATION SYSTEM
SURGE PROTECTIVE DEVICE
CONDUIT STUB-OUT - CAP & MARK
NO. OF ARROWS INDICATE NO. OF CIRCUITS
CIRCUIT HOMERUN TO PANEL OR CABINET,
SEALOFF
CIRCUIT TURNED UP
CIRCUIT TURNED DOWN
CONDUIT RUN
ENGINE GENERATOR
CIRCUITING
TRANSFORMER
MOTOR CONTROL CENTER
PANELBOARD
OUTLET BOX
= SHUNT TRIP
= MULTISPEED
= VARIABLE FREQUENCY
= SOLID-STATE, REDUCED VOLTAGE
ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,
COMBINATION DISCONNECT AND STARTER
FUSED DISCONNECT SWITCH
SAFETY DISCONNECT SWITCH
SUBSCRIPTS:
ST
THERMAL-MAGNETIC FIXED
SSRV
VF
MS
= ELECTRONIC ADJUSTABLE TRIPEAT
THERMAL-MAGNETIC FIXED
ENCLOSED CIRCUIT BREAKER, MOLDED-CASE,
ENCLOSED FUSED DISCONNECT SWITCH
= SHUNT TRIP
= KEY INTERLOCK
= CURRENT LIMITING
= INSULATED CASE
= GROUND FAULT CIRCUIT INTERRUPTER
= ZONE-SELECTIVE INTERLOCKING
GROUND FAULT PROTECTION
CURRENT TRANSFORMER
MOTOR, NUMBER INDICATES HORSEPOWER
GENERATOR
OUTLET WITH SPECIAL DEVICE, AS NOTED
PEDESTAL OUTLET, AS NOTED
WALL MOUNTED OUTLET WITH SPECIAL DEVICE,
POKE THROUGH, AS NOTED
SURFACE RACEWAY, AS NOTED
MAGNETIC MOTOR STARTER
FLOOR MOUNTED COMBINATION OUTLET BOX,
FLOOR MOUNTED RECEPTACLE, AS NOTED
WALL MOUNTED JUNCTION BOX
JUNCTION BOX, AS NOTED
JUNCTION BOX
CONNECTION TO MOTOR
TELE-POWER POLE
PULL BOX
CLOCK HANGER OUTLET
AS NOTED
AS NOTED
FIRE ALARM
= HOSPITAL GRADE
= HOSPITAL GRADE TAMPER RESISTANT
= SURGE SUPPRESSION
= GROUND FAULT INTERRUPTER
= 6" ABOVE COUNTER
STRAIGHT BLADE SINGLE RECEPTACLE
STRAIGHT BLADE DUPLEX RECEPT. ON EMERGENCY CIRCUIT
STRAIGHT BLADE DUPLEX RECEPT. HALF-SWITCHED
STRAIGHT BLADE DUPLEX RECEPTACLE
STRAIGHT BLADE DOUBLE DUPLEX RECEPT. (FOURPLEX)
HG
SS
AC
HGT
GFI
SUBSCRIPTS:
POWER
VOLT METER
TRANSFER SWITCH
AMMETER
POWER…
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