HomeMy WebLinkAboutPLANS - 22-00532 - BYUI Print & Disability Services - Remodel3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G000
COVER
SHEET
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
BYUI PRINT & DISABILITY SERVICES REMODEL
Bid Set - July 15, 2022
owner
byu-idaho
525 s center st.
rexburg, id 83460
(208) 569-2623
contact: neihlee muir
architect
method studio
360 w aspen ave
salt lake city, ut 84101
(801) 532-4422
contact: kyler hokanson
structural
tbse structural engineers
233 north 1250 west #201
centerville, ut 84014
(801) 698-1806
contact: donald barfuss
mechanical
heath engineering company
377 w 800 n
salt lake city, ut 84103
(801) 322-0487
contact: andy paskett
electrical
payne engineering
1823 e. center
pocatello, id 83201
(208) 232-4439
contact: todd payne
MATERIAL LEGEND
EARTH (EXISTING)
EARTH (BACKFILL)
DRAINAGE FILL
COMPACTED FILL
CONCRETE
CAST-IN-PLACE
CONCRETE
PRECAST
BRICK
CONCRETE MASONRY
UNIT
GROUT
STEEL
ALUMINUM
CONTINUOUS WOOD
SHEATHING
INTERMITTENT WOOD
BLOCKING
WOOD FINISH
HARDBOARD
PARTICLE BOARD
BATT INSULATION
LOOSE FILL INSULATION
RIGID INSULATION
FIRE SPRAY
GYPSUM BOARD
ARCHITECTURE SYMBOLS
A102
SHEET TYPE
DISCIPLINE
SHEET NUMBER SEQUENCE
?
XX
000x
F1
R1
S3x
WALL FUNCTION
CORE MATERIAL
CORE SIZE (ROUNDED)
MODIFIER
101M
AWS STANDARD CASEWORK TYPE
MODIFIED CASEWORK TYPE
REFER TO CASEWORK DESIGN SERIES (CDS) OF
THE ARCHITECTURAL WOODWORK STANDARDS
(AWS) FOR A FULL DESCRIPTION OF CASEWORK
TYPES
100' - 0"
MAIN LEVEL
LEVEL NAME
LEVEL ELEVATION
AE000
1 Ref
1
Re
f
1 Ref
1
Re
f
AE000
1 Ref
1
Re
f
1 Ref
1
Re
f
SHEET NUMBER
POSITION ON SHEET
SHEET NUMBER
POSITION ON SHEET
DRAWING NUMBER
VIEW NAME
DRAWING SCALE
ORIGINAL SOURCE OF DETAIL
A101
1
A101
1
POSITION ON SHEET
SHEET NUMBER
SHEET NUMBER
VIEW DIRECTION
POSITION ON SHEET
A1
AE101
SIM
A1
AE101
SIM
A1
AE101
SIM
VIEW DIRECTION
POSITION ON SHEET
SHEET NUMBER
ROOM NUMBER
ROOM AREA
01A
SIGN TYPE
SIGN NUMBER
VIEW DIRECTION
POSITION ON SHEET
SHEET NUMBER
1 DELTA MARKER
10' - 0"
HEIGHT OF ELEMENT
C1 10' - 0"
CEILING TYPE
CEILING HEIGHT
1 2
A
B
A1 STARTS AT UPPER LEFT CORNER;
NUMBERS ARE VERTICAL GRIDS AND LETTERS
ARE HORIZONTAL GRIDS (EXCLUDES LETTERS "I"
AND "O")
Room name
101
F
B
W
F
C
P
T
-
0
1
?
ROOM NAME
ROOM NUMBER
WALL FINISH
BASE FINISH
FLOOR FINISH
WALL,BASE, OR FLOOR
MATERIAL FINISH CODE
ARROWS REPRESENT EXTENT OF SCOPE
REFER TO FINISH LEGEND
WC-01
00.00
ROOM NAME
101
150
KEYNOTE TAG
CURTAIN WALL TAG
DOOR TAG
FLOOR TAG
ROOF TAG
WALL TAG
REVISION CLOUD
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G001
INDEX,
GENERAL
NOTES,
LOCATION
MAP,
LEGENDS
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
ABBREVIATION SCHEDULE
Abbrev.Description
0
# NUMBER OR POUND
& AND
2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE
@ AT
[ CHANNEL
± PLUS MINUS
≤ LESS THAN OR EQUAL TO
≥ GREATER THAN OR EQUAL TO
A
AB ANCHOR BOLT
AC APSHALTIC CONCRETE
ACST ACOUSTIC
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ARCH ARCHITECTURAL, ARCHITECT, ARCHITECTURE
ASPH ASPHALT
B
B BASELINE
B BOTTOM
BEJ BRICK EXPANSION JOINT
BLDG BUILDING
BLK BLOCK
BM BEAM
BO BOARD
BRG BEARING
BSMT BASEMENT
C
C&G CURB & GUTTER
CAP CAPACITY
CEM CEMENT
CG CORNER GUARD
CIP CAST IN PLACE, CAST IRON PIPE
CIR CIRCULATING
CJ CONTROL JOINT
CL CENTERLINE
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNITS
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CSK COUNTERSUNK
CT CERAMIC TILE
CTR CENTER
D
D DEPTH
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DS DOWNSPOUT
DWG DRAWING
E
E EAST
E/P EDGE OF PAVEMENT
EA EACH
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPANSION
EXP JT EXPANSION JOINT
EXT EXTERIOR
F
F.V. FIELD VERIFY
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FLR FLOOR
FR FRAME
FTG FOOTING
FXTR FIXTURE
G
G GROUND
GA GA
GALV GALVANIZED
GL GLASS
GR GRADE
GRD GROUND
GWB GYPSUM WALL BOARD
H
HB HOSE BIBB
HC HANDICAPPED
HDW HARDWARE
HGT HEIGHT
HORZ HORIZONTAL
HR HOUR
HW HOT WATER
GENERAL NOTES - MISCELLANEOUS
1 THE PROJECT MANUAL, UNDER SEPARATE COVER, IS AN INTEGRAL PART OF THESE CONSTRUCTION DRAWINGS.
2 PLANS, SECTIONS, ELEVATIONS, DETAILS AND DIMENSIONS LABELED "TYPICAL" SHALL APPLY TO ALL SITUATION
OCCURRING THAT ARE THE SAME OR SIMILAR TO THOSE SPECIFICALLY KEYED ON THE DRAWINGS.
3 ALL WORK, MATERIALS, AND METHODS SHALL BE IN CONFORMANCE WITH THE CODES, ORDINANCES AND REGULATIONS
OF ALL GOVERNMENTAL AGENCIES HAVING JURISDICTION AT THE PROJECT LOCATION.
4 UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS AS BEING NOT IN CONTRACT (N.I.C.) OR EXISTING,
ALL ITEMS, MATERIALS AND INSTALLATION OF SAME ARE PART OF THE CONTRACT AS DEFINED BY THE CONSTRUCTION
DOCUMENTS. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORIES, COMPONENTS AND ASSEMBLIES
REQUIRED FOR THE WORK DEPICTED OR SPECIFIED.
5 CONTRACTORS ARE RESPONSIBLE FOR ALL WORK REGARDLESS OF THE LOCATION OF THE INFORMATION ON THE
DOCUMENTS.
6 KEEP SITE CLEAN AND CLEAR OF DEBRIS AND IN ORDERLY CONDITION THAT DOES NOT DETRACT FROM THE
SURROUNDING SITE AND REPAIR ANY DAMAGE CAUSED BY WORK OF THE CONTRACT.
7 ALL DIMENSIONS ARE TO THE FACE OF METAL OR WOOD STUD FRAMED WALLS AND TO THE FACE OF CONCRETE AND
MASONRY WALLS AS SHOWN, UNLESS NOTED OTHERWISE.
8 INSTALL SEALANT AT EXTERIOR SIDE OF ALL JOINTS, SEAMS, CONNECTIONS OR OPENINGS WHICH WOULD ALLOW
WATER OR AIR INFILTRATION EXCEPT AS NOTED OTHERWISE. SEALANT COLOR TO MATCH ADJACENT SURFACE. COLOR
REQUIRES ARCHITECTS APPROVAL.
9 DOOR OPENINGS IN FRAME CONSTRUCTION WHICH ARE NOT DIMENSIONED ARE EITHER CENTERED IN THE WALL, FACE
OF JAMB OR LOCATED 4" FROM THE FACE OF STUD TO THE FINISHED JAMB.
10 ALL SPECIAL ACCESSIBLE FACILITIES SHALL BE IDENTIFIED WITH APPROVED SIGNAGE.
11 THE CONTRACTOR IS RESPONSIBLE FOR PRODUCING A WEATHER TIGHT BUILDING, DETAILS AND OMISSIONS TO
DRAWINGS NOTWITHSTANDING. ALL DRAWING CONFLICTS WHICH MAY NOT ALLOW A WEATHERTIGHT CONDITION SHALL
BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
12 DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
CONTRACTOR SHALL SUBMIT SPECIFIC DISCREPANCIES FOR ARCHITECT REVIEW.
13 PROVIDE FULL METAL BACKING PLATE (16 GAUGE X 6" HIGH SECURED TO 3 STUDS MIN.) OR WOOD BLOCKING AS
REQUIRED TO SECURELY ANCHOR ALL WALL MOUNTED EQUIPMENT (CABINETS, TOILET ROOM ACCESSORIES,
HARDWARE, ETC.). BLOCKING SHALL PROVIDE A RIGID CONNECTION CAPABLE OF SUPPORTING DESIGN LOADS. PROVIDE
A 16 GAUGE X 6" STL. STUD/TRACK SECURED TO 2 STUDS TO SECURELY SUPPORT ALL WALL STOPS (DOOR BUMPER).
14 COORDINATE WITH ALL TRADES, SIZES AND LOCATIONS OF ALL OPENINGS FOR MECHANICAL, PLUMBING AND ELECTRICAL
EQUIPMENT, EQUIPMENT PADS OR BASES, AS WELL AS ELECTRIC POWER, WATER, AND DRAIN INSTALLATIONS, BEFORE
PROCEEDING WITH WORK. CONTRACTOR SHALL PROVIDE COORDINATION DRAWINGS FOR PROPER PLACEMENT OF ALL
TRADES' WORK. ANY CONCERNS, SPACE LIMITATIONS OR STRUCTURAL CONFLICTS, SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT. A REASONABLE RESPONSE TIME SHALL BE ALLOWED AS NOTED IN THE SPECIFICATIONS.
15 ALL FLOOR OR WALL OPENINGS REQUIRED FOR PIPES, DUCTS, CONDUITS,ETC. SHALL BE SEALED IN AN APPROVED
MANNER.
16 FIRE SPRINKLER DESIGN TO BE DONE BY A CERTIFIED SUB-CONTRACTOR AND WILL REQUIRE APPROVALS BY THE CITY
AND STATE FIRE MARSHAL. APPROVALS BY THE FIRE MARSHAL ARE TO BE OBTAINED BY THE CONTRACTOR PRIOR TO
SUBMITTAL TO ARCHITECT. SUBMITTAL TO THE ARCHITECT ALSO INDICATES THAT THE CONTRACTOR HAS REVIEWED AND
COORDINATED FIRE-SPRINKLER PIPING LOCATIONS WITH ALL TRADES.
17 ROOMS ENCLOSED WITH RATED WALLS REQUIRE RATED DOORS. ANY DUCTS PASSING THROUGH WALLS REQUIRE FIRE
DAMPERS AND OR FIRE/SMOKE DAMPERS. ANY CONDUIT OR PIPING REQUIRES RATED SEALANT AT JOINTS.
18 GENERAL STRUCTURAL NOTES GOVERN TYPICAL CONDITIONS WHETHER OR NOT SPECIFICALLY DETAILED OR NOTED.
19 IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND LOCATE ELECTRICAL, DATA AND PHONE RECEPTACLES,
SWITCHES, ETC. TO AVOID CASEWORK, DOORS, ETC.
20 THE DRAWINGS AND SPECIFICATIONS INDICATE THE GENERAL SCOPE OF THE PROJECT IN TERMS OF THE
ARCHITECTURAL AND STRUCTURAL DESIGN CONCEPT. THE DIMENSIONS OF THE BUILDING, THE TYPE OF STRUCTURAL,
MECHANICAL, ELECTRICAL AND UTILITY SYSTEMS AND MAJOR ARCHITECTURAL ELEMENTS OF CONSTRUCTION AS
"SCOPE" DOCUMENTS.
21 1.THE DRAWINGS AND SPECIFICATIONS DO NOT NECESSARILY INDICATE OR DESCRIBE ALL WORK REQUIRED FOR THE
FULL PERFORMANCE AND COMPLETION OF THE WORK. CONTRACTS SHALL BE LET ON THE BASIS OF SUCH DOCUMENTS,
WITH THE UNDERSTANDING THAT THE CONTRACTOR IS TO FURNISH ALL ITEMS REQUIRED FOR PROPER COMPLETION OF
THE WORK WITH OUT ADJUSTMENT TO CONTRACT PRICE. IT IS INTENDED THAT THE WORK TO BE OF SOUND AND QUALITY
CONSTRUCTION AND THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR THE INCLUSION OF ADEQUATE AMOUNTS
TO COVER INSTALLATION OF ALL ITEMS INDICATED, DESCRIBED OR REASONABLY IMPLIED.
22 ALL ROOM AND WAYFINDING SIGNAGE IS BY OWNER. PROVIDE BRANDING SIGNAGE SUBMITTALS AND SHOP DRAWINGS
TO OWNER (UNIVERSITY COMMUNICATIONS) AND ARCHITECT FOR APPROVAL PRIOR TO PURCHASING AND INSTALLATION.
DRAWING INDEX
GENERAL
G000 COVER SHEET
G001 INDEX, GENERAL NOTES, LOCATION MAP, LEGENDS
G002 ADA GUIDELINES CONT.
G101 CODE ANALYSIS & CODE PLANS
G102 CODE ANALYSIS & CODE PLANS, CONT.
G103 PHASING PLAN
ARCHITECTURAL DEMOLITION
D101 DEMO PLAN
D102 DEMOLITION RCP PLAN
ARCHITECTURAL
A101 FLOOR PLAN
A121 DIMENSION PLAN
A131 RCP PLAN
A132 ENLARGED RCP PLANS
A141.1 FINISH PLAN - PRINT SERVICES
A141.2 FINISH PLAN - DISABILITY SERVICES
A401.1 ENLARGED PLAN - PRINT SERVICES
A401.2 ENLARGED PLAN - DISABILITY SERVICES
A420 INTERIOR ELEVATIONS - DISABILITY SERVICES
A501 WALL ASSEMBLIES & CEILING DETAILS
A571 INTERIOR + CASEWORK DETAILS
A601 DOOR SCHEDULE
A611 FINISH SCHEDULES
ABBREVIATION SCHEDULE
Abbrev.Description
0
# NUMBER OR POUND
& AND
2:1 SL 2 HORIZONTAL TO 1 VERTICAL SLOPE
@ AT
[ CHANNEL
± PLUS MINUS
≤ LESS THAN OR EQUAL TO
≥ GREATER THAN OR EQUAL TO
A
AB ANCHOR BOLT
AC APSHALTIC CONCRETE
ACST ACOUSTIC
AD AREA DRAIN
ADJ ADJUSTABLE
AFF ABOVE FINISH FLOOR
ALT ALTERNATE
ALUM ALUMINUM
ARCH ARCHITECTURAL, ARCHITECT, ARCHITECTURE
ASPH ASPHALT
B
B BASELINE
B BOTTOM
BEJ BRICK EXPANSION JOINT
BLDG BUILDING
BLK BLOCK
BM BEAM
BO BOARD
BRG BEARING
BSMT BASEMENT
C
C&G CURB & GUTTER
CAP CAPACITY
CEM CEMENT
CG CORNER GUARD
CIP CAST IN PLACE, CAST IRON PIPE
CIR CIRCULATING
CJ CONTROL JOINT
CL CENTERLINE
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE MASONRY UNITS
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CPT CARPET
CSK COUNTERSUNK
CT CERAMIC TILE
CTR CENTER
D
D DEPTH
DET DETAIL
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DS DOWNSPOUT
DWG DRAWING
E
E EAST
E/P EDGE OF PAVEMENT
EA EACH
EL ELEVATION
ELECT ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
EQ EQUAL
EQUIP EQUIPMENT
EW EACH WAY
EWC ELECTRIC WATER COOLER
EXIST EXISTING
EXP EXPANSION
EXP JT EXPANSION JOINT
EXT EXTERIOR
F
F.V. FIELD VERIFY
FD FLOOR DRAIN
FDN FOUNDATION
FEC FIRE EXTINGUISHER CABINET
FFE FINISHED FLOOR ELEVATION
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FIN FINISH
FLR FLOOR
FR FRAME
FTG FOOTING
FXTR FIXTURE
G
G GROUND
GA GA
GALV GALVANIZED
GL GLASS
GR GRADE
GRD GROUND
GWB GYPSUM WALL BOARD
H
HB HOSE BIBB
HC HANDICAPPED
HDW HARDWARE
HGT HEIGHT
HORZ HORIZONTAL
HR HOUR
HW HOT WATER
MECHANICAL
M-001 MECHANICAL SCHEDULES AND SYMBOL LEGEND
MD-101 LEVEL 01 MECHANICAL DEMOLITION PLAN
MH101 LEVEL 01 MECHANICAL REMODEL PLAN
MH501 MECHANICAL DETAILS
MI601 MECHANICAL CONTROL DIAGRAMS
FIRE PROTECTION
FD101 LEVEL 01 FIRE PROTECTION DEMOLITION PLAN
FP101 LEVEL 01 FIRE PROTECTION REMODEL PLAN
PL101 LEVEL 01 PLUMBING REMODEL PLAN
ELECTRICAL
EG100 ELECTRICAL SYMBOLS & DETAILS
ED100 EXISTING ELECTRICAL PLAN
EE100 ELECTRICAL PLANS
STRUCTURAL
SE-001 GENERAL NOTES
SE-111 FRAMING PLAN
PLUMBING
UNOBSTRUCTED FORWARD REACH OBSTRUCTED FORWARD REACH UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH
15
M
I
N
38
0
48
M
A
X
12
2
0
48
M
A
X
12
2
0
44
M
A
X
11
2
0
>20-25 MAX
510-635
20 MAX
510
(a)(b)
10 MAX
255
12
2
0
48
M
A
X
15
M
I
N
38
0
10 MAX
255
12
2
0
48
M
A
X
34
M
A
X
86
5
34
M
A
X
86
5
46
M
A
X
11
7
0
> 10-24 MAX
255-610
(a)(b)
DRINKING FOUNTAIN AND BOTTLE FILLING STATIONS
℄ ℄
CLEAR FLOOR SPACE AT WHEELCHAIR
DRINKING FOUNTAINS
CLEAR FLOOR SPACE AT WHEELCHAIR
DRINKING FOUNTAINS - PRIMARILY FOR
CHILDRENS USE EXCEPTION
MIRROR SOAP DISPENSER PAPER TOWEL
DISPENSER
TOILET PAPER HOLDER SANITARY NAPKIN
DISPOSAL
SANITARY NAPKIN
DISPENSER
BABY CHANGING
STATION
TOILET SEAT COVERS
DISPENSER
WASTE RECEPTACLE
TO
R
E
F
L
E
C
T
I
V
E
SU
R
F
A
C
E
TO
D
I
S
P
E
N
S
E
R
TO
D
I
S
P
E
N
S
E
R
/
H
A
N
D
L
E
TO
O
P
E
N
,
F
L
A
T
SU
R
F
A
C
E
O
F
B
E
D
NOTES:
1. WHERE SHOWN, 48" MAX HEIGHT SHALL BE MEASURED FROM FLOOR TO ANY HIGHEST OPERABLE PART
2. PROVIDE BLOCKING FOR ALL EQUIPMENT PER MANUFACTURER'S WRITTEN INSTRUCTIONS
3 ' - 4 " M A X
3 ' - 6 "
4 ' - 0 " M A X
1 5 " M I N
2 ' - 0 "
2 ' - 6 "4 ' - 0 " M A X
2 ' - 1 0 "
4 ' - 0 " M A X
T O T O P O F O P E N I N G
4 ' - 0 " M A X
TO
D
I
S
P
E
N
S
E
R
/
H
A
N
D
L
E
4 ' - 0 " M A X
3 0 " M I N
3 0 " M I N
CL SIDE WALL
CL
BACK WALL
60" MIN
CLSIDE WALL
60" MIN
15"- 16"
3 " M A X
2 1/2" MAX
1 1 /2 " M A X
RECTANGULAR SHOWER
COMPARTMENT SEAT
STANDARD ROLL-IN SHOWER COMPARTMENT
SIZE AND CLEARANCE
GRAB BAR IN STANDARD ROLL-IN SHOWERS
6" MAX 48" MAX
6 " M A X
END
WALL
END
WALL
ROLL-IN SHOWER CONTROLS AND HANDSHOWER LOCATION
(SHADED AREA)
C O N T R O L S
3 8 " M I N T O B .O .
C O N T R O L S
4 8 " M A X T O T .O .
27" MAX
BACK
WALL
1 9 "
GRAB BAR SHALL NOT
EXTEND OVER SEAT
FOLD DOWN OR
REMOVABLE SEAT
FOLD DOWN OR
REMOVABLE SHOWER
SEAT
16" MIN
NO GRAB BARS
ABOVE SHOWER SEAT
48" MIN
3 6 " M I N
3 6 "CL CONTROL
WALL
CL
BACK WALL
36" MIN
CL
SEAT
WALL
TRANSFER SHOWER COMPARTMENT
SIZE AND CLEARANCE
22"- 23"
1 4 "- 1 5 "
1 1 /2 " M A X
15"- 16"
2 1/2" MAX 3 " M A X
L-SHAPED SHOWER COMPARTMENT SEAT
4" MAX
C O N T R O L S
3 8
"
M I
N T O
B
.
O .
C O N T R O L S
4 8 " M A X T O T .O .
OUTSIDE OF CONTROLS
15" MAX TOWARD
SHOWER OPENING TO
CL
CONTROL
WALL
SHOWER CONTROLS AND HANDSHOWER
LOCATION
3 3
"
M I
N
-
3
6 "
M A
X
NOTE: CONTROL WALL ALWAYS
TO BE OPPOSITE OF SEAT WALL
1 8 " M I N
3"
M
I
N
T
O
6
"
M
A
X
B
E
T
W
E
E
N
HO
R
I
Z
O
N
T
A
L
A
N
D
VE
R
T
I
C
A
L
G
R
A
B
B
A
R
S
Size of Clear Floor Space
3 0 " M I N
48" MIN
Forward
30" MIN
4 8 " M I N
3 0 " M I N
48" MIN
Parallel
Forward Approach
36" MIN
x > 2 4 "
x > 1 5 "
60" MIN
Parallel Approach
POSITION OF CLEAR FLOOR SPACE
MANEUVERING CLEARANCE IN AN ALCOVEBelow Grab Bar
1 8 " M I N
1 1 /2 " M I N
CL
7" -9"
1 2 " M I N
CL
7" -9"
Above Grab Bar
4 8 " M A X604.1 0 .7
1 4 "-1 9 " C h i l d r e n 's
12" MAX 42"
39" -41"
54" MIN
1 8 " M I N
3 9 " -4 1 "
3 3 "- 3 6 "
36"
3 3 "- 3 6 "
24" MIN 12" MIN
1 7 " -1 9 "
6 0 4 .1 0 .4
1 1 " - 1 7 " @
c h i l d r e n 's f a c i l i t i e s
NOTE:
FLUSH CONTRILS SHALL BE LOCATED ON
OPEN SIDE OF WATER CLOSET
L O C K E R C O N T R O L S
1 5 " M I N - 4 8 " M A X
T O T O P O F A C C E S S I B L E
4 ' - 0 " M A X .
ACCESSIBLE
LOCKER
FIRE
CABINET
CL
CUPS ELEC. HAND
DRYER
COAT
HOOKS
TOP LOCKER SHELF:
46" MAX. AFF
BOT. LOCKER SHELF:
15" MIN. AFF
NON ACCESSIBLE
LOCKER
60" MIN
Circular
T-Shaped
60" MIN
3 6 " M I N
6 0 " M I N
12" MIN 36" MIN 12" MIN
2 4 " M I N
Figure 604.8.1.4
Wheelchair Accessible Toilet
Compartment Toe Clearance
(a)
elevation
adult
150
9 MIN
230
6 MIN
PARTITION
6 MIN
150
6 MIN
150
(c)
plan
6 MIN
(b)
elevation
children
12 MIN
150
305
PARTITION
WALL CONSTRUCTION
ACCESSORY MOUNTED
OVER FINISHED WALL
GYPSUM BOARD
NOTE:
1. TYPICAL BLOCKING REQUIRED
BEHIND WALL MOUNTED
ACCESSORIES AND EQUIPMENT
(OPTION 1) 20 GA x 6" FLAT STEEL
BLOCKING. ATTACH W SELF TAPPING
PAN HEAD SCREWS
(OPTION 3) SISTER 16 GA. STL.
STUD ATTACH FIXTURE TO
SISTER STUD W/ SELF
TAPPING SCREWS OR
ANCHORS
(OPTION 2) INLAID FIRE
RETARDANT WOOD
BLOCKING (COMPLY WITH
IBC 2006 2303.2)
STUDS SHOWN @ 16" O.C. SEE WALL TYPES
FOUNTAIN
20 GA x 6" FLAT STEEL
BLOCKING
20 GA x 6" FLAT STEEL
BLOCKING
16 GA SUPPORT STUD
FOR STL. ANGLE
BRACING
WATER
COOLER/
FOUNTAIN
PROVIDE FULL VERTICAL BLOCKING AT
CENTERLINE OF URINAL
NAPKIN
TAMPON
HAND DRYER
20 GA x 6" FLAT STEEL
BLOCKING
TYPICAL BLOCKING DETAILS
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G002
ADA
GUIDELINES
CONT.
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
3/8" = 1'-0"B3 (ANSI 308) REACH RANGES
3/8" = 1'-0"B1 (ANSI 602) DF CLEAR FLOOR SPACE
1/2" = 1'-0"C1 TYPICAL MOUNTING HEIGHTS
3/8" = 1'-0"E2 (ANSI 608) ADA ROLL-IN SHOWER
3/8" = 1'-0"D3 (ANSI 608) ADA TRANSFER SHOWER
3/8" = 1'-0"B6 (ANSI 305) CLEAR FLOOR SPACE
3/8" = 1'-0"B2 (ANSI 604) DISPENSER LOCATION
3/8" = 1'-0"A1 (ANSI 604) GRAB BAR PLACEMENT
3/8" = 1'-0"D1 MISCELLANEOUS MOUNTING HEIGHTS
3/8" = 1'-0"E6 (ANSI 304) TURNING SPACE
3/8" = 1'-0"C4 (ANSI 604) ACCESSIBLE COMPARTMENT TOE CLEARANCE
GRAPHIC LEGEND
PATH OF EGRESS
OCC.
Req.
Prov.
2"
DOOR
36"
10
EXIT WIDTH TAG
OCC.
Req.
Prov.
3"
STAIR
60"
10
COMMON PATH OF EGRESS (CPE)
ALLOWABLE DISTANCE = 100'-0"
TOTAL USED DISTANCE = 100'-0"
as per 2015 IBC Table 1006.2.1
TRAVEL DISTANCE (TD)
ALLOWABLE EXIT DISTANCE = 250'-0"
TOTAL USED EXIT DISTANCE = 240'-0"
as per 2015 IBC Table 1017.2
POINT AT WHICH A CHOICE OF 2 EXITS
BECOMES AVAILABLE
REQUIRED AND PROVIDED DOOR
OPENING SIZE (IN INCHES) BASED OFF
NUMBER OF EXITING OCCUPANTS
as per 2015 IBC Section 1005.3.2
REQUIRED AND PROVIDED STAIR
OPENING SIZE (IN INCHES) BASED OFF
NUMBER OF EXITING OCCUPANTS
as per 2015 IBC Section 1005.3.1
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
V V
AA AA
CC CC
FEC
FEC
FEC
FEC
204.40 SF
Max. Occ. = 2
OFFICE
103
123.58 SF
Max. Occ. = 1
OFFICE
104
124.12 SF
Max. Occ. = 1
OFFICE
105
123.35 SF
Max. Occ. = 1
OFFICE
106
126.06 SF
Max. Occ. = 1
OFFICE
107
126.06 SF
Max. Occ. = 1
OFFICE
108
126.06 SF
Max. Occ. = 1
OFFICE
109
126.07 SF
Max. Occ. = 1
OFFICE
110
122.39 SF
Max. Occ. = 1
OFFICE
111
419.91 SF
Max. Occ. = 20
STUDENT WORK
AREA
112
176.68 SF
Max. Occ. = 12
CONFERENCE
115
242.01 SF
Max. Occ. = 2
RECEPTION
101
481.33 SF
Max. Occ. = 5
LARGE FORMAT
PRINTING
174
342.02 SF
Max. Occ. = 3
OPEN OFFICE
175
141.21 SF
Max. Occ. = 1
OFFICE
175A
123.10 SF
Max. Occ. = 1
OFFICE
175C
126.34 SF
Max. Occ. = 1
OFFICE
175B
FEC
COMMON PATH 76'-0"COMMON PATH 63'-0"
COMMON PATH 37'-0"
COMMON PATH 33'-0"
TRAVEL PATH TRAVEL PATH
TRAVEL PATHTRAVEL PATH
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G101
CODE
ANALYSIS &
CODE PLANS
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
OCCUPANT LOAD SCHEDULE1
Room # Room Name
OCC
Class Area
IBC 2018 - TABLE 1004.1.5 MS-Fixed
Seating
# of
Occ.Sprink'dFunction of Space OLF
Group B
101 RECEPTION Group B 242 SF Business Areas 150 2 Yes
103 OFFICE Group B 204 SF Business Areas 150 1 Yes
104 OFFICE Group B 124 SF Business Areas 150 1 Yes
105 OFFICE Group B 124 SF Business Areas 150 1 Yes
106 OFFICE Group B 123 SF Business Areas 150 1 Yes
107 OFFICE Group B 126 SF Business Areas 150 1 Yes
108 OFFICE Group B 126 SF Business Areas 150 1 Yes
109 OFFICE Group B 126 SF Business Areas 150 1 Yes
110 OFFICE Group B 126 SF Business Areas 150 1 Yes
111 OFFICE Group B 122 SF Business Areas 150 1 Yes
112 STUDENT WORK AREA Group B 420 SF (none)21 20 Yes
115 CONFERENCE Group B 177 SF Assembly without fixed seats - Unconcentrated (tables and chairs) 15 12 Yes
174 LARGE FORMAT PRINTING Group B 481 SF Industriial areas 100 5 Yes
175 OPEN OFFICE Group B 342 SF Business Areas 150 2 Yes
175A OFFICE Group B 141 SF Business Areas 150 1 Yes
175B OFFICE Group B 126 SF Business Areas 150 1 Yes
175C OFFICE Group B 123 SF Business Areas 150 1 Yes
Grand Total 0 53
CODE ANALYSIS
APPLICABLE CODES
YEAR YEAR
INTERNATIONAL BUILDING CODE
INTERNATIONAL MECHANICAL CODE
INTERNATIONAL PLUMBING CODE
INTERNATIONAL FIRE CODE
INTERNATIONAL ENERGY
CONSERVATION CODE
NATIONAL ELECTRICAL CODE
UNIFORM CODE FOR
BUILDING CONSERVATION
ADA ACCESSIBILITY
GUIDELINES
A. OCCUPANCY AND GROUP:
CHANGE IN USE: YES
SPECIAL USE AND OCCUPANCY (e.g. HIGH RISE, COVERED MALL):
MIXED OCCUPANCY: YES
B. SEISMIC DESIGN CATEGORY:DESIGN WIND SPEED (mph):
C. TYPE OF CONSTRUCTION (CIRCLE ONE):
I
A
V
B
I
B
II
A
II
B
III
A
III
B
IV
HT
V
A
D. FIRE RESISTANCE RATING REQUIREMENTS FOR THE EXTERIOR WALLS BASED ON THE FIRE
SEPARATION DISTANCE (IN HOURS):
NORTH EAST SOUTH WEST
E. MIXED OCCUPANCIES: NON-SEPARATED USES:
F. SPRINKLERS:
REQUIRED: PROVIDED: TYPE OF SPRINKLER SYSTEM:
G. NUMBER OF STORIES: BUILDING HEIGHT:
H. ACTUAL AREA (Aa) PER FLOOR (SF, SEE AREA SCHEDULE):
I. TABULAR AREA (At):
J. AREA MODIFICATIONS:
K. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
L. DESIGN OCCUPANT LOAD:
EXIT WIDTH REQUIRED (inches): EXIT WIDTH PROVIDED:
M. MINIMUM NUMBER OF REQUIRED PLUMBING FACILITIES:
(SEE "PLUMBING CODE CALCULATION" SCHEDULE & "PROVIDED PLUMBING FIXTURE
SCHEDULE")
FOOTNOTES:
1) IN CASE OF CONFLICT WITH THE U.S. DEPARTMENT OF JUSTICE FEDERAL REGISTERS PARTS I
THROUGH V - ADA GUIDELINES AND SPECIFIC REFERENCE TO THE INTERNATIONAL BUILDING
CODE ACCESSIBILITY CHAPTERS, THE MORE RESTRICTIVE REQUIREMENT SHALL GOVERN.
2) ADDITIONAL CODE INFORMATION SHALL BE PROVIDED AT THE DISCRETION OF THE BUILDING
OFFICIAL FOR COMPLEX BUILDINGS. INCLUDING, BUT NOT LIMITED TO:
a) HIGH RISE REQUIREMENTS
b) ATRIUMS
c) PERFORMANCE BASED CRITERIA
d) MEANS OF EGRESS ANALYSIS
e) FIRE ASSEMBLY LOCATOR SHEET
f) EXTERIOR AND INTERIOR ACCESSIBILITY ROUTE
g) FIRE STOPPING, INCLUDING TESTED DESIGN NUMBER
NO NO
a) Aa = At + (NS x If)
c) SUM OF THE RATIO CALCULATIONS FOR MIXED OCCUPANCIES:
ACTUAL AREA / ALLOWWABLE AREA ≤ 1
b)If = [F/P - 0.25 ] W/30
ELEMENT HOURS ASSEMBLY
LISTING
Primary Structural Frame
Bearing Walls -Exterior
Bearing Walls -Interior
Nonbearing Walls/Partitions -Interior
Nonbearing Walls/Partitions -Exterior
Floor construction and associated secondary members
Roof construction and associated secondary members
Exterior Doors & Windows
Shaft Enclosures
Fire Walls
Fire Partitions
Smoke Partitions
Fire Barriers
Yes Yes
11"
SINGLE OCCUPANCY ONE STORY
2018 2018
2010
2018
2018
2018
2018
C 100
YES
(EXISTING)
4 75' - 3"
0.00 SF
7' - 0"
[ 0' / 0' - 0.25 ] 0' / 30
0 + ( 0 x
-
-
-
-
-
-
-
-
-
NONE
NONE
NONE
EXISTING
NONE
0.00 SF / 0.00 SF =
54
(ONLY ONE STORY BEING REMODELED) (EXISTING)
(ONLY A PORTION OF LEVLE 1 IS BEING REMODELED - APPROXIMATLEY 4,200 SF REMODEL)
1/8" = 1'-0"A1 LEVEL 01 CODE PLAN
Concentrated business use areas -Section 1004.8 Actual
3
54
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9 10
10
12
12
13
13
14
14
15
15
16
16
20
20
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
43
43
45
45
46
46
47
47
48
48
50
50
36
36
51
51
A A
B B
C C
D D
E E
F F
G G
H
H
J
J
L L
P P
T T
U U
W W
Z Z
CC CC
GG GG
KK KK
LL LL
NN NN
1
1
11
11
17
17
18
18
19
19
21
21
22
22
23
23
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
44
44
49
49
K K
M M
N N
Q Q
R R
S S
V V
X X
Y Y
AA AA
BB BB
DD DD
EE EE
FF FF
HH HH
JJ
JJ
MM MM
A.5 A.5
UP
UP
UPDN
DN
UP
UP
UP
UP
UP
9
GRAPHIC LEGEND
PATH OF EGRESS
OCC.
Req.
Prov.
2"
DOOR
36"
10
EXIT WIDTH TAG
OCC.
Req.
Prov.
3"
STAIR
60"
10
COMMON PATH OF EGRESS (CPE)
ALLOWABLE DISTANCE = 100'-0"
TOTAL USED DISTANCE = 100'-0"
as per 2015 IBC Table 1006.2.1
TRAVEL DISTANCE (TD)
ALLOWABLE EXIT DISTANCE = 250'-0"
TOTAL USED EXIT DISTANCE = 240'-0"
as per 2015 IBC Table 1017.2
POINT AT WHICH A CHOICE OF 2 EXITS
BECOMES AVAILABLE
REQUIRED AND PROVIDED DOOR
OPENING SIZE (IN INCHES) BASED OFF
NUMBER OF EXITING OCCUPANTS
as per 2015 IBC Section 1005.3.2
REQUIRED AND PROVIDED STAIR
OPENING SIZE (IN INCHES) BASED OFF
NUMBER OF EXITING OCCUPANTS
as per 2015 IBC Section 1005.3.1
OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE OFFICE
STUDENT WORK SPACE
CONF.
RECEPTION
LARGE FORMAT PRINTING
OFFICE
OFFICE
OFFICE
OFFICE
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G102
CODE
ANALYSIS &
CODE
PLANS,
CONT.
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
1" = 20'-0"A1 CONSTRUCTION EGRESS PLAN LEVEL 11
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
V V
AA AA
CC CC
PHASE 2PHASE 1
PHASE 1
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
G103
PHASING
PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
1/8" = 1'-0"1 LEVEL 01 PHASING PLAN
NOTE:
PHASING IS REQUIRED SO PRINT SERVICES CAN
STAY OPERATIONAL UNTIL THEIR NEW SPACE
IS AVAILABLE. PHASE 1 AND PHASE 2 ARE
SUGGESTED PHASES, TO KEEP THE PROJECT
MOVING, BUT NEED TO BE COORDINATED WITH
BYUI.
EXISTING WALLS TO REMAIN, REFER TO DEMOLITION PLANS FOR
REMOVAL OF EXISTING WALLS
LEGEND
WALLS AND ITEMS TO BE DEMOLISHED OR MOVED. SEE KEYNOTES.
REMOVE AND DISPOSE OF EXISTING DOORS
N.I.C.
REMOVE EXISTING FLOORING AND PREP FOR NEW FLOORING; ALL
CARPET TILES TO BE CAREFULLY REMOVED AND STORED FOR REUSE
28
28
30
30
32
32
34
34
38
38
40
40
41
41
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
V V
AA AA
CC CC
02.1702.17
02.1702.17
02.18
02.19
02.19
02.21
02.18
02.21
02.20
02.18
02.23
02.2002.20
02.20
02.2202.22
9'-10 3/4"
02.22
02.20
02.1602.16
02.1602.16
02.1602.16
02.24
02.25
02.23
02.2302.2302.2302.2302.2302.2302.23
02.23 02.23
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
D101
DEMO PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - DEMO
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND
AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS
2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH
AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW
CONSTRUCTION
3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS,
ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION
4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION
6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO
THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE
GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES,
CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC...
8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF
OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303)
9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION
DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION
KEYED NOTES
02.16 REMOVE EXISISTING PICTURE RAIL, SALVAGE FOR REUSE
02.17 TILE BASE, REMOVE FOR REPLACEMENT
02.18 REMOVE EXISTING CHAIR RAIL, PATCH AND PAINT
02.19 REMOVE EXISTING FLOORING, ALL CARPET TILES TO BE RETURNED TO OWNER FOR RE-USE
02.20 REMOVE EXISTING TECH STATION AND SPEAKERS, RETURN TO OWNER
02.21 REMOVE AND DISPOSE OF EXISTING FLOORING
02.22 REMOVE EXISTING WALL SHELVES AND FREE-STANDING SHELVING UNITS, RETURN TO OWNER
02.23 REMOVE EXISTING COAT RACK, RETURN TO OWNER
02.24 REMOVE AND RELOCATE EXISTING FIRST AID AND EYE WAST STATION
02.25 EXISTING CMU WALL TO REMOVED. SEE STRUCTURAL FOR REINFORCEMENT OF ADJACENT WALL TO THE EAST.
1/8" = 1'-0"A1 LEVEL 01 DEMOLITION PLAN
EXISTING WALLS TO REMAIN, REFER TO DEMOLITION PLANS FOR
REMOVAL OF EXISTING WALLS
LEGEND
WALLS AND ITEMS TO BE DEMOLISHED OR MOVED. SEE KEYNOTES.
REMOVE AND DISPOSE OF EXISTING DOORS
N.I.C.
REMOVE EXISTING ACOUSTICAL CEILING TILE, GRID SYSTEM AND
GYPSUM BOARD CEILING WITH SUPPORT STRUCTURE. SAVE EXISTING
TILE AS NEEDED TO REPLACE THE 16'-0" TILE ON THE NORTH SIDE OF
THE PROJECT. SEE MECHANICAL AND ELECTRICAL DRAWINGS FOR
LIGHTING, DIFUSERS AND GRILLES.
25
25
28
28
30
30
32
32
34
34
38
38
40
40
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
SEE THE REFLECTED CEILING PLAN AND MECHANICAL PLANS
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
D102
DEMOLITION
RCP PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - DEMO
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS, MATERIALS, FINISHES, AND DIMENSIONS BEFORE AND
AFTER DEMOLITION, AND TO CONTACT THE ARCHITECT WITH ANY UNFORESEEN CONDITIONS
2 GENERAL CONTRACTOR SHALL PROTECT EXISTING STRUCTURE/ASSEMBLIES/EQUIPMENT AS REQUIRED. REPAIR, PATCH
AND/OR REPLACE EXISTING CONSTRUCTED ITEMS AND EQUIPMENT THAT ARE TO REMAIN AS REQUIRED FOR NEW
CONSTRUCTION
3 GENERAL CONTRACTOR SHALL PATCH AND REPAIR TO MATCH EXISTING FINISHES AT WALLS, FLOORS, CEILINGS/SOFFITS,
ETC... AS REQUIRED IN ARES NOT SPECIFICALLY CALLED OUT IN THE DRAWINGS BUT ARE IMPACTED BY CONSTRUCTION
4 REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLITION COORDINATION
6 UPON COMPLETION OF CONSTRUCTION IN EACH PHASE IT IS THE GENERAL CONTRACTORS RESPONSIBILITY TO
THOROUGHLY CLEAN ALL AREAS IN WHICH CONSTRUCTION TOOK PLACE AND AREAS IMPACTED BY CONSTRUCTION. THE
GENERAL CONTRACTOR SHALL CLEAN ALL CARPET, REMOVE ALL DUST, CLEAN DOORS AND FRAMES, LIGHT FIXTURES,
CEILING SYSTEMS, MECHANICAL GRILLES, ELECTRICAL PANELS, WINDOW SYSTEMS, GLAZING, ETC...
8 GENERAL CONTRACTOR TO KEEP AN ACTIVE PEDESTRIAN PATHWAY TO AND AT EGRESS ROUTES FREE OF
OBSTRUCTIONS AT ALL TIMES. CONTRACTOR TO PROVIDE PROTECTION TO PEDESTRIANS BEFORE DEMOLITION (IBC 3303)
9 GENERAL CONTRACTOR TO MAINTAIN EXITS, EXISTING STRUCTURAL ELEMENTS, APPLIED FIREPROOFING PROTECTION
DEVICES, AND SANITARY SAFEGUARDS AT ALL TIMES DURING DEMOLITION AND CONSTRUCTION
KEYED NOTES
1/8" = 1'-0"1 LEVEL 01 DEMOLITION RCP
28
28
30
30
32
32
34
34
38
38
40
40
41
41
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
V V
AA AA
CC CC
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111 STUDENT WORK
AREA
112
CONFERENCE
115
RECEPTION
101
MAIN CORRIDOR
102
LARGE FORMAT
PRINTING
174
OPEN OFFICE
175
OFFICE
175A
OFFICE
175C
OFFICE
175B
________________A1
A401.1
________________A1
A401.2
175C
175B
175A
174
103
104 105 106 107 108 109 110 111
101
112
175
115
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A101
FLOOR PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - FLOOR PLAN
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN
CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK
2 DO NOT SCALE THE DRAWINGS
3 SEE G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED ITEMS
WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT
4 COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER INSTALLED
5 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES
6 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES
7 SEE ELEVATIONS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS
8 SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION
9 DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE LENGTH OF
WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD. ASSUME CENTERED IN FACE
OF JAMB UNLESS NOTED OTHERWISE
1/8" = 1'-0"A1 LEVEL 01 FLOOR PLAN
A. GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY
UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK
B. DO NOT SCALE THE DRAWINGS
C. SEE G000'S FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL WALL-MOUNTED
ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT
D. COORDINATE ALL EQUIPMENT AND ACCESSORIES, INCLUDING ITEMS THAT ARE OWNER FURNISHED, OWNER
INSTALLED
E. SEE SHEET SERIES A500 FOR WALL AND ASSEMBLY TYPES
F. SEE SHEET SERIES A600 FOR DOOR AND WINDOW TYPES
G. SEE ELEVATIONS AND FINISH PLANS AND FINISH SCHEDULES FOR SURFACE TREATMENTS AT WALLS
H. SEE ELEVATIONS, SECTIONS, AND DETAILS FOR ADDITIONAL WALL CONSTRUCTION INFORMATION
I. DOOR OPENINGS IN FRAME CONSTRUCTION WITH NO SPECIFIED DIMENSION ARE EITHER CENTERED IN THE
LENGTH OF WALL RUN OR (IF DRAWN NEAR CORNER) LOCATED 4" FROM THE FACE OF ADJACENT STUD.
ASSUME CENTERED IN FACE OF JAMB UNLESS NOTED OTHERWISE.
J. WALL TYPES ARE TAGGED FOR THE LENGTH OF THE ENTIRE WALL RUN, UNLESS NOTED OTHERWISE. IF
WALLS ARE AND INFILL OR ADJACEN TO AN EXISTING WALL, THE WALL TYPE IS AN ATTEMPT TO MATCH THE
EXISTING CONDINTIONS AND IS TO BE FLUSH ON EACH SIDE.
GENERAL NOTES
28
28
30
30
32
32
34
34
38
38
40
40
41
41
36
36
U U
W W
Z Z
24
24
26
26
27
27
V V
AA AA
CC CC
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111 STUDENT WORK
AREA
112
CONFERENCE
115
RECEPTION
101
MAIN CORRIDOR
102
LARGE FORMAT
PRINTING
174
OPEN OFFICE
175
OFFICE
175A
OFFICE
175C
OFFICE
175B
CL 0' - 6"
TO
S
T
U
D
13
'
-
7
"
F
I
N
I
S
H
13'-5 1/4" FIELD VERIFY
ALIGN
TO FINISH GYP BOARD
6" FROM EDGE OF DOOR FRAME
FINISH GYP BOARD
1'-8 3/8" GRID TO
15'-10 1/8"
C L
C L
C L
10
'
-
7
1
/
8
"
4'
-
7
5
/
8
"
6'
-
5
1
/
4
"
7'
-
5
"
0'
-
4
7
/
8
"
5'
-
1
1
/
8
"
0'
-
4
1
/
2
"
11'-7 3/4"
ALIGN
ALIGN
2'
-
7
1
/
2
"
15
'
-
2
"
11
'
-
3
1
/
2
"
5'
-
5
1
/
2
"
2'
-
4
7
/
8
"
ALIGN
FINISH FACE
2 5/8" TO
ALIGNTO STUD
10'-7 1/4" FINISH 9'-8 1/2"9'-9"9'-7 5/8"
S4b.1 S4B.2 S4B.2 S4B.2 S4B.2 S4B.2 S4B.3S4B.3
S4b.1
S4b.1
S4b.1S4b.1
S4b.1
S4b.1
S4b.1
S4a
S4a
S4a.1
S4b.1
S4a
S4a
S4b.1
S4b.1
S4b.1
S4b.1
S4b.1
S6B
S2a
S2a
S2a
S2a
S2a
09.15
ALIGN
03.1303.13
14'-8"10'-0"10'-0"20'-0"20'-0"20'-0"20'-0"17'-6"17'-6"14'-6"
10
'
-
4
3
/
4
"
5'
-
5
1
/
4
"
14
'
-
6
"
5'
-
2
3
/
4
"
18
'
-
9
1
/
4
"
S4a
S4b.1
S4a
09.16
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A121
DIMENSION
PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
KEYED NOTES
03.13 SHOTCRETE ADDED TO CMU WALL FOR ADDITIONAL SUPPORT. RE: STRUCTURAL DRAWINGS
09.15 WALL SHOULD CURRENTLY HAVE PLYWOOD. CONFIRM WHAT SIDE IT IS ON. IF IT IS NOT ON THE NORTH SIDE, REMOVE ALL
EXISTING GYPBOARD FROM WALL AND ADD 1/2" FIRE RATED PLYWOOD TO THE WHOLE WALL (CORNER TO CORNER) FOR TV
BACKING.
09.16 ADD 5/8" GYP BOARD LAYER TO EXSTING WALL TO ALIGN WITH THE ADJACENT EXISTING WALL
1/8" = 1'-0"A1 LEVEL 01 DIMENSION PLAN
ACP-01, 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE
CEILING LEGEND
TYPE A1
NOTE:
ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GUAGE METAL FRAMING AND
MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION.
ACP-01, 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM WITH R13 INSULATION ABOVE, RE: FINISH
SCHEDULE
TYPE A2
NOTE: SEE MECHANICLA AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURES, DIFUSERS,
ETC...
AREA NOT IN CONTRACT - OUSIDE PROJECT SCOPE
N.I.C
EXPOSED CEILING, NOT PAINTED
E1
EXISTING LAY-IN GRID AND TILES TO BE REMOVED AS NEEDED TO INSTALL NEW DUCT WORK. SAVE
TILES AND GRID TO BE PLACED BACK IN THERE ORIGINAL LOCATION ONCE DUCT WORK IS COMPLETED.
TYPE A3
25
25
28
28
30
30
32
32
34
34
38
38
40
40
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
AA AA
CC CC
________________C1
A132 ________________A1
A132
OFFICE
175C
OFFICE
175B
OPEN OFFICE
175
OFFICE
175A
LARGE FORMAT
PRINTING
174
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
MAIN CORRIDOR
102
RECEPTION
101
CONFERENCE
115
OFFICE
111
STUDENT WORK
AREA
112
A1 9' - 0"
A1 8' - 3"
A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"
A1 9' - 0"
A1 9' - 0"
A1 9' - 0"
A1 9' - 0"
E1 8' - 0"
A2 8' - 6"
C3
A501C3
A501
A1 9' - 0"
A3 8' - 0"
A3 8' - 0"
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A131
RCP PLAN
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - CEILING...
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE
ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE
BEGINNING WORK
2 DO NOT SCALE DRAWINGS
3 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CONTRACTOR SHALL
VERIFY ACTUAL GRID LAYOUT/LOCATION IN THE FIELD. CONTRACTOR SHALL CENTER GRIDS IN
ROOMS, UNLESS NOTED OTHERWISE
4 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS,
LAYOUT, AND QUANTITIES WITH MECHANICAL DRAWINGS.
5 VERIFY AND COORDINATE ALL ELECTRICAL FIXTURE, LIGHT, SMOKE DETECTOR, AND EXIT DEVICE
LOCATIONS, LAYOUT, AND QUANTITIES WITH ELECTRICAL DRAWINGS
6 CONTRACTOR TO MAXIMIZE CEILNG HEIGHT DEPENDENT ON DUCTWORK LOCATIONS.
7 SEE SHEET SERIES A500 FOR TYPICAL FIXTURE SUPPORT, CLIP ANGLES, AND SEISMIC BRACING
DETAILS
8 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING WALLS; SEE SHEET
SERIES AE500
1/8" = 1'-0"A1 LEVEL 01 RCP
OFFICE
175C
OFFICE
175B
OFFICE
175A
LARGE FORMAT
PRINTING
174
OPEN OFFICE
175
E1 8' - 0"
A1 9' - 0"
A1 9' - 0"
A1 9' - 0"
A1 9' - 0"
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
MAIN CORRIDOR
102
RECEPTION
101
CONFERENCE
115
STUDENT WORK
AREA
112
A1 9' - 0"
A1 9' - 0"
A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"A1 9' - 0"
A1 9' - 0"A1 9' - 0"
A2 8' - 6"
A1 8' - 3"
A1 9' - 0"
A1 9' - 0"
PATCH, REPAIR AND PAINT CEILING AS
NEEDED. RELOCATE EXISTING ACCESS
PANEL TO NEW LOCATION WITHIN
ROOM. COORDINATE LOCATION WITH
OWNER AND ARCHITECT.
ACP-01, 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM, RE: FINISH SCHEDULE
CEILING LEGEND
TYPE A1
NOTE:
ALL DROPS NEED TO BE NON-COMBUSTABLE METAL FRAMING OR LIGHT GUAGE METAL FRAMING AND
MEET L/360 STANDARD FOR ALLOWABLE DEFLECTION.
ACP-01, 2' x 2' LAY-IN ACOUSTICAL TILE & SUSPENSION SYSTEM WITH R13 INSULATION ABOVE, RE: FINISH
SCHEDULE
TYPE A2
NOTE: SEE MECHANICLA AND ELECTRICAL DRAWINGS FOR LIGHT FIXTURES, DIFUSERS,
ETC...
AREA NOT IN CONTRACT - OUSIDE PROJECT SCOPE
N.I.C
EXPOSED CEILING, NOT PAINTED
E1
EXISTING LAY-IN GRID AND TILES TO BE REMOVED AS NEEDED TO INSTALL NEW DUCT WORK. SAVE
TILES AND GRID TO BE PLACED BACK IN THERE ORIGINAL LOCATION ONCE DUCT WORK IS COMPLETED.
TYPE A3
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A132
ENLARGED
RCP PLANS
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
1/4" = 1'-0"C1 PRINTING SERVICES RCP - ENLARGED - PHASE 1
1/4" = 1'-0"A1 DISABILITY SERVICES RCP - ENLARGED - PHASE 2
GENERAL NOTES - CEILING...
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE
ARCHITECT ANY UNKNOWN CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE
BEGINNING WORK
2 DO NOT SCALE DRAWINGS
3 CEILING GRID SHOWN IS ONLY A GRAPHIC REPRESENTATION OF CEILING. CONTRACTOR SHALL
VERIFY ACTUAL GRID LAYOUT/LOCATION IN THE FIELD. CONTRACTOR SHALL CENTER GRIDS IN
ROOMS, UNLESS NOTED OTHERWISE
4 VERIFY AND COORDINATE ALL MECHANICAL DUCT, GRILLE, DIFFUSER, AND VENT LOCATIONS,
LAYOUT, AND QUANTITIES WITH MECHANICAL DRAWINGS.
5 VERIFY AND COORDINATE ALL ELECTRICAL FIXTURE, LIGHT, SMOKE DETECTOR, AND EXIT DEVICE
LOCATIONS, LAYOUT, AND QUANTITIES WITH ELECTRICAL DRAWINGS
6 CONTRACTOR TO MAXIMIZE CEILNG HEIGHT DEPENDENT ON DUCTWORK LOCATIONS.
7 SEE SHEET SERIES A500 FOR TYPICAL FIXTURE SUPPORT, CLIP ANGLES, AND SEISMIC BRACING
DETAILS
8 PROVIDE DEFLECTION TRACKS AT TOP OF ALL COLD FORMED METAL FRAMING WALLS; SEE SHEET
SERIES AE500
FLOOR FINISH LEGEND
CARPET TILE
Room name
101
F
B
W WALL FINISH
BASE FINISH
FLOOR FINISH
ROOM NUMBER
FINISH KEY
FINISH CODE; REFER TO
ELEVATIONS FOR ENTIRE
SCOPE.
REFER TO FINISH SCHEDULE
FOR BASIS OF DESIGN.
SC-01
CPT-01
AREA NOT IN SCOPE
NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS
FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED
OUT IN PLANS OR ELEVATION
SEALED CONCRETE
*MULTIPLE FINISHES;
SEE ELEVATION
TYP. ROOM FINISH TAG ACCENT TAG
XX
-
X
X
EX
T
E
N
T
O
F
F
I
N
I
S
H
SC
O
P
E
REFER TO FINISH SCHEDULE
CARPET TILECPT-02
LARGE FORMAT PRINTING
174
SC-01
WB-01
PNT-01
OPEN OFFICE
175
CPT-02
WB-01
PNT-01
OFFICE
175A
CPT-02
WB-01
PNT-01
OFFICE
175C
CPT-02
WB-01
PNT-01
OFFICE
175B
CPT-02
WB-01
PNT-01
WB-02
PNT-01
WALL PAINT TO GO UP TO
BOTTOM OF FLOOR DECK
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A141.1
FINISH PLAN
- PRINT
SERVICES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - FINISH
1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS
2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS
3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE
4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR
SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION
5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION
6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND
ASSEMBLY DESCRIPTIONS
7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE
WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS
8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS
9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES
10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK
11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT
ON-SITE PRIOR TO INSTALLATION
12 ALL GROUT TO BE SEALED
13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER
14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS
FOR LOCATIONS
15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES
16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's
17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS
18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE
FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION
1/4" = 1'-0"A1 PRINTING SERVICES FINISH PLAN - PRINT SERVICES
FLOOR FINISH LEGEND
CARPET TILE
Room name
101
F
B
W WALL FINISH
BASE FINISH
FLOOR FINISH
ROOM NUMBER
FINISH KEY
FINISH CODE; REFER TO
ELEVATIONS FOR ENTIRE
SCOPE.
REFER TO FINISH SCHEDULE
FOR BASIS OF DESIGN.
SC-01
CPT-01
AREA NOT IN SCOPE
NOTE: INDICATES MAIN FIELD FINISH; ASSUME THIS
FINISH IN ENTIRE AREA UNLESS AN ACCENT IS CALLED
OUT IN PLANS OR ELEVATION
SEALED CONCRETE
*MULTIPLE FINISHES;
SEE ELEVATION
TYP. ROOM FINISH TAG ACCENT TAG
XX
-
X
X
EX
T
E
N
T
O
F
F
I
N
I
S
H
SC
O
P
E
REFER TO FINISH SCHEDULE
CARPET TILECPT-02
OFFICE
103
CPT-01
WB-01
PNT-01
OFFICE
104
CPT-01
WB-01
PNT-01
OFFICE
105
CPT-01
WB-01
PNT-01
OFFICE
106
CPT-01
WB-01
PNT-01
OFFICE
107
CPT-01
WB-01
PNT-01
OFFICE
108
CPT-01
WB-01
PNT-01
OFFICE
109
CPT-01
WB-01
PNT-01
OFFICE
110
CPT-01
WB-01
PNT-01
OFFICE
111
CPT-01
WB-01
PNT-01 STUDENT WORK AREA
112
CPT-01
WB-01
PNT-01
CONFERENCE
115
CPT-01
WB-01
PNT-01
RECEPTION
101
CPT-01
WB-01
PNT-01
MAIN CORRIDOR
102
CPT-01
WB-01
PNT-01
PNT-01
WB-02
PNT-01
WB-02
PNT-01,
WB-02
WB-02
PNT-01
06.0406.04
06.0406.04
06.0406.04
06.0406.04
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A141.2
FINISH PLAN
- DISABILITY
SERVICES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - FINISH
1 SEE FLOOR PLANS FOR INTERIOR ELEVATIONS
2 ALL MATERIALS TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS
3 FLOORING MATERIAL TRANSITIONS TO OCCUR AT CENTERLINE OF DOOR THRESHOLDS, UNLESS NOTED OTHERWISE
4 PREPARE FLOORS/WALLS TO RECEIVE FINISH MATERIAL. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR
SURFACE PREPARATION. NOTIFY ARCHITECT IF CONDITIONS ARE INADEQUATE FOR REQUIRED INSTALLATION
5 REFER TO ROOM FINISH LEGEND ON SHEET SERIES A600's FOR MORE INFORMATION
6 SEE DIMENSION PLAN SHEET SERIES A120's FOR WALL TYPE LOCATIONS; SEE SHEET SERIES A500's FOR WALL TYPE AND
ASSEMBLY DESCRIPTIONS
7 CONTRACTOR TO PROVIDE SOLID BLOCKING AT ALL CASEWORK, FIXED FURNISHINGS, AND EQUIPMENT. COORDINATE
WITH ELEVATIONS, SECTIONS, FURNITURE, FIXTURE SHEETS, AND SPECIFICATIONS
8 SEE SHEET SERIES A500's FOR TYPICAL DETAILS
9 TILE INSTALLER TO FOLLOW TCNA & ANSI GUIDELINES
10 ALL FLOORING MATERIALS ARE TO RUN WALL TO WALL AND BENEATH CASEWORK
11 VERIFY LOCATION OF POINT OR ORIGIN OF TILE AND CONTROL JOINTS ON SHOP DRAWINGS AND WITH ARCHITECT
ON-SITE PRIOR TO INSTALLATION
12 ALL GROUT TO BE SEALED
13 GENERAL CONTRACTOR TO COORDINATE POWER/DATA PLACEMENT WITH FURNITURE PROVIDER
14 LEVEL 5 FINISH REQUIRED FOR ALL WALL GRAPHIC AND WALLCOVERING LOCATIONS. SEE FINISH PLANS AND ELEVATIONS
FOR LOCATIONS
15 ALL METAL STUD WALLS TO DECK ABOVE, UNLESS NOTED OTHERWISE; SEE SHEET SERIES A500's FOR WALL TYPES
16 PROVIDE DEFLECTION TRACKS AT ALL STUD WALLS, SEE DETAILS ON SHEET SERIES A500's
17 ALL EXPOSED METAL TO BE INSTALLED PER SPECIFIC MANUFACTURER'S INSTALLATION RECOMMENDATIONS
18 CREATE A CLEAN, STRAIGHT TRANSITION LINE FROM POLISHED SEALED CONCRETE FLOORING TO SEALED CONCRETE
FLOORING UNDER DOORS. USE APPROPRIATE MEANS TO ACHIEVE A CLEAN TRANSITION
1/4" = 1'-0"A1 DISABILITY SERVICES FINISH PLAN - PHASE 2
KEYED NOTES
06.04 NEW PICTURE RAIL, TO MATCH EXISTING PICTURE RAIL SPECIES, FINISH, HEIGHT AND PROFILE
U U
Z Z
24
24
26
26
27
27
AA AA
CC CC
LARGE FORMAT
PRINTING
174
OPEN OFFICE
175
OFFICE
175A
OFFICE
175C
OFFICE
175B
11.10
11.10
11.10
LAMINATOR GROMETT TABLE
WORK TABLE
LAMINATOR
LAMINATOR
SHELVES FOR LF PAPER
BANNER STANDS
ROLL
CUTTER
LAMINATE
STORAGE
LAMINATE
STORAGE
LAMINATOR
WALL CUTTER
XANTE 33
SHELVES
FOR LF
PAPER SHELVES
FOR LF
PAPER
21.01
21.01
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A401.1
ENLARGED
PLAN - PRINT
SERVICES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - INTERIOR ELEVATIONS
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN
CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK
2 DO NOT SCALE DRAWINGS
3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL
WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT
4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE
5 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED
HORIZONTALLY
6 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE
7 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS
8 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES
9 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES
10 SEE SHEET SERIES A500's FOR CASEWORK DETAILS
KEYED NOTES
11.10 COAT HOOKS, QTY 4 AT ALL OFFICES, OFCI, CONTRACTOR TO PROVIDE BLOCKING
21.01 FIRE EXTINGUISHER CABINET, RE: CODE REVIEW PLAN. VERIFY LOCATION WITH OWNER PRIOR TO PLACEMENT.
1/4" = 1'-0"A1 PRINTING SERVICES ENLARGED FLOOR PLAN
NOTE:
FURNITURE IS OWNER FURNISHED AND
OWNER INSTALLED. THE FOLLOWING
LAYOUT IS TO HELP COORDINATE
INFRASTURCTURE AND SUPPORT FOR
THE FURNITURE. UPDATES WILL BE
PROVIDED BY BYUI AT A LATER DATE.
28
28
30
30
32
32
34
34
38
38
40
40
36
36
W W
Z Z
29
29
31
31
V V
AA AA
A420
B2
A420
B1
A420
B3
OFFICE
103
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110 OFFICE
111
STUDENT WORK
AREA
112
CONFERENCE
115
RECEPTION
101
MAIN CORRIDOR
102
A420
A1
5'
-
0
5
/
8
"
11.10
11.10 11.10
11.09
11.10 11.10 11.10 11.10 11.10 11.10
24
"
11.09
11.09
EQ
EQ
EQ EQ
21.01
21.01
21.01
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A401.2
ENLARGED
PLAN -
DISABILITY
SERVICES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - INTERIOR ELEVATIONS
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN
CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK
2 DO NOT SCALE DRAWINGS
3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL
WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT
4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE
5 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED
HORIZONTALLY
6 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE
7 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS
8 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES
9 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES
10 SEE SHEET SERIES A500's FOR CASEWORK DETAILS
KEYED NOTES
11.09 WHITE BOARD, OPOI, CONTRACTOR TO PROVIDE BLOCKING
11.10 COAT HOOKS, QTY 4 AT ALL OFFICES, OFCI, CONTRACTOR TO PROVIDE BLOCKING
21.01 FIRE EXTINGUISHER CABINET, RE: CODE REVIEW PLAN. VERIFY LOCATION WITH OWNER PRIOR TO PLACEMENT.
1/4" = 1'-0"A1 DISABILITY SERVICES ENLARGED FLOOR PLAN
NOTE:
FURNITURE IS OWNER FURNISHED AND
OWNER INSTALLED. THE FOLLOWING
LAYOUT IS TO HELP COORDINATE
INFRASTURCTURE AND SUPPORT FOR
THE FURNITURE. UPDATES WILL BE
PROVIDED BY BYUI AT A LATER DATE.
CASEWORK TAG101M
AWS STANDARD CASEWORK TYPE
MODIFIED CASEWORK TYPE
REFER TO CASEWORK DESIGN SERIES (CDS) OF THE ARCHITECTURAL WOODWORK
STANDARDS (AWS) FOR A FULL DESCRIPTION OF CASEWORK TYPES
EQEQ
11.09
11.04
4'
-
1
0
"
EQEQ
24"33"27"27"33"36"75 3/4"
34
"
TYP
18"
TY
P
15
1
/
4
"
84
"
11.01
152 222 230420
11.05 11.05
D4
A571
________________D4
A571
________________
PRINTER LOCATION
12.04
06.02
06.02
22.16
FI
E
L
D
V
E
R
I
F
Y
FE
I
L
D
V
E
R
I
F
Y
02.15 06.04
E1
A571
________________
TYP
EQEQ
11.04
4'
-
1
0
"
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A420
INTERIOR
ELEVATIONS
- DISABILITY
SERVICES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
GENERAL NOTES - INTERIOR ELEVATIONS
1 GENERAL CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND SHALL REPORT TO THE ARCHITECT ANY UNKNOWN
CONDITIONS, ERRORS, OR CONFLICTS IN THE DRAWINGS BEFORE BEGINNING WORK
2 DO NOT SCALE DRAWINGS
3 SEE SHEET SERIES G000's FOR TYPICAL MOUNTING HEIGHTS. PROVIDE SOLID BLOCKING IN WALLS FOR ALL
WALL-MOUNTED ITEMS WHETHER BLOCKING IS DEPICTED IN DRAWINGS OR NOT
4 UPPER, LOWER, AND TALL MILLWORK CABINETS NOT TO EXCEED 36" IN WIDTH, UNLESS NOTED OTHERWISE
5 ALL ELECTRICAL AND DATA OUTLETS ABOVE COUNTER TOPS SHOULD BE HORIZONTALLY ALIGNED AND MOUNTED
HORIZONTALLY
6 ALL MILLWORK INTERIOR FINISH TO BE WHITE MELAMINE, UNLESS NOTED OTHERWISE
7 SEE AF600 SERIES FOR MATERIAL SPECIFICATIONS
8 SEE SHEET SERIES A500's FOR WALL AND ASSEMBLY TYPES
9 SEE SHEET SERIES A600's FOR DOOR AND WINDOW TYPES
10 SEE SHEET SERIES A500's FOR CASEWORK DETAILS
KEYED NOTES
02.15 EXISTING PICTURE RAIL, PROTECT DURING CONSTRUCTION
06.02 LAMINATE FINISH, PL-01, RE: FINISH SCHEDULE
06.04 NEW PICTURE RAIL, TO MATCH EXISTING PICTURE RAIL SPECIES, FINISH, HEIGHT AND PROFILE
11.01 REFRIGERATOR; OPOI,
11.04 FLAT PANEL DISPLAY TV, OWNER PROVIDED, CONTRACTOR INSTALLED, 3/4" BLOCKING AT ALL LOCATIONS
11.05 MICROWAVE, OPOI
11.09 WHITE BOARD, OPOI, CONTRACTOR TO PROVIDE BLOCKING
12.04 STONE COUNTERTOP, ST-01, RE: FINISH SCHEDULE
22.16 SINK, RE: PLUMBING
1/4" = 1'-0"B1 EAST CORRIDOR 113 - SOUTH
1/4" = 1'-0"B2 KITCHENETTE 114 - SOUTH
1/4" = 1'-0"A1 SOUTH CORRIDOR
1/4" = 1'-0"B3 CONFERENCE 115 - NORTH
GYP BOARD ON 3-5/8"
STEEL STUD
FRAMING
3 5/8" METAL STUD
BRACING @ 16" O.C.
DIAGONAL BRACING
@ 48" O.C.
FOR HEIGHT
SEE RCP PLANS
SCHED. CEILING TILE -
SEE RCP FOR HEIGHT
3-5/8" METAL STUD
BRACING @ 16" O.C.
5/8" GYP BOARD TO DECK
ON ONE SIDE
SHADOW MOLDING REVEAL BY
MFR.
0'
-
6
"
SHADOW MOLDING
REVEAL BY MFR.
SCHED. CEILING TILE -
SEE RCP FOR HEIGHT
DIAGONAL BRACING
@ 48" O.C.
METAL FRAMING
CHANNEL @ 16"
O.C. (TYP.)
FIRST LINE OF BRAC'G
4'-0" OR LESS FROM
WALL BOUNDARY
RUNNER CHANNEL
@ 4'-0" O.C. (TYP)
x;4'-0" TYP.
x ;1 2 '-0 " T Y P .
1. AREAS SMALLER THAN 144 SQ. FT. AND
WITH WALLS ON FOUR SIDES, EXTENDING
TO THE STRUCTURE, DO NOT NEED TO BE
BRACED. BOUNDARY WALLS MUST BE
BRACED TOP AND BOTTOM INDEPENDENT
OF CEILING.
x;12'-0" TY
P.
A501
D1
NOTE:
90°FIRST LINE OF BRACING
6'-0" OR LESS FROM
WALL BOUNDARY
WALL
SPLAY WIRE
COMPRESSION
POSTx;1 2 '-0 " (M A X .)
NOTE:
x
;
1
2
'
-
0
"
(
M
A
X
.
)
x ;6 '-0 " M A X .
CEILING
SUSPENSION
SYSTEM
A501
D1
1. AREAS SMALLER THAN 144 SQ. FT. AND
WITH WALLS ON FOUR SIDES EXTENDING
TO THE STRUCTURE NEED NOT BE
BRACED. BOUNDARY WALLS MUST BE
BRACED TOP AND BOTTOM INDEPENDENT
OF CEILING TO QUALIFY.
1. ALL SPLAY WIRES TO BE IN LINE WITH ATTACHED
COMPONENT
2. ALL SPLAY WIRES TO BE TAUT AND TIED BOTH ENDS W ITH
MINIMUM OF THREE TURNS IN 1" OF RUN.
3. COMPLY WITH IBC 2012, ASTM C635, ASTM C636 AND CISCA
STANDARDS
4. SPLAY WIRES SHALL ATTACH TO STRUCTURAL GIRDER OR JOIST
ONLY, DO NOT ATTACH TO ROOF DECK.
5. METAL COMPRESSION POST (STRUT) FASTENED TO THE MAIN
RUNNER SHALL BE EXTENDED TO AND FASTENED TO THE
STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE.
COMPRESSION POSTS & SPLAY WIRES TO BE INSTALLED EVERY 12'
O.C. BOTH DIRECTIONS STARTING 6' FROM WALL. SEE COMPRESSION
POST ALLOWABLE LENGTHS TABLE FOR SIZES. SEE DETAILS FOR
TYPICAL BRACING.
6. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED TO THE
SUSPENDED CEILING SYSTEM. WHEN INTERMEDIATE SYSTEMS ARE
USED, ATTACH NO. 12 GAGE HANGERS TO THE GRID MEMBERS
WITHIN 3" OF EACH CORNER OF EACH FIXTURE. LIGHT FIXTURES
WEIGHING LESS THAN 56 LBS. SHALL HAVE TWO NO. 12 GAGE
HANGERS CONNECTED FROM THE FIXTURE HOUSING TO THE
STRUCTURE ABOVE. COMPLY WITH IBC 2012
7. ALL LIGHT FIXTURES SHALL BE POSITIVELY ATTACHED 20 LBS, AND
SHALL BE POSITIVELY ATTACHED TO THE CEILING SUSPENSION MAIN
RUNNERS. TERMINALS OR SERVICES WEIGHING 20 LBS., BUT NOT
MORE THAT 56 LBS., SHALL IN ADDITION HAVE TWO NO. 12 GAGE
HANGERS CONNECTED TO THE CEILING SYSTEM HANGERS OR TO
THE STRUCTURE ABOVE. TERMINALS OR SERVICES WEIGHING MORE
THAN 56 LBS. SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE BY APPROVED HANGERS. COMPLY WITH IBC 2012
8. ALL GRID SYSTEM IN SEISMIC ZONE D OR GREATER ARE REQUIRED
TO BE HEAVY DUTY. REFER REQUIREMENTS TO ASCE 7
REQUIREMENTS.
9. CEILINGS WITHOUT RIGID BRACING MUST HAVE 2" OVERSIZED
TRIM RINGS FOR SPRINKLERS AND OTHER PENETRATIONS,
COORDINATE WITH SPECIFICATIONS.
STRUCTURE
SPLAY WIRE - SECURE
TO STRUCTURE
MAIN TEE
CROSS TEE
VERTICAL HANGER
WIRE ADJACENT
TO POST
SPRING CLIP INSERTS
IN HOLE IN POST
STRUT ASSEMBLY TOP CLIP
MECHANICALLY FASTENED
TO DECK PER
MANUFACTURERS
RECOMMENDATIONS
BULB CLIP ATTACHING
COMPRESSION POST AND
MAIN RUNNER MECHANICALLY
FASTENED PER
MANUFACTURERS
RECOMMENDATIONS
A FASTENER OR SPLAY
WIRES MAYBE INSERTED
INTO THE TAB OF THE POST
AND THROUGH A
CONVENIENCE HOLE IN THE
MAIN TEE BULB
COMPRESSION POST -
INSTALL WITHIN 2" OF
CROSS TEE
INTERSECTION
45° OR LESS
45° OR
LESS 45° OR
LESS
45° OR LESS
COMPRESSION POST
ALLOWABLE LENGTHS
TABLE
13/16" x 13/32" STRUT 19 GA
MATERIAL TYP. ALLOWABLE
LENGTH
24"
1 5/8" x 13/16" STRUT 12 GA 48"
13/16" x 13/16" STRUT 19 GA 54"
1 5/8" x 1" STRUT 12 GA 60"
3 5/8" x 1 1/4" STRUT 16 GA 82"
1 1/4" x 1 1/4" STRUT 14 GA 84"
1 5/8" x 1 3/8" STRUT 12 GA 96"
1 5/8" x 1 5/8" STRUT 12 GA 108"
1 5/8" x 2 7/16" STRUT 12 GA 120"
NOTES:
1. THE INFORMATION PROVIDED IS FOR QUICK
REFERENCE ONLY. OTHER RESTRICTIONS AND
EXEMPTIONS MAY APPLY.
2. WALL MOLDING SHOULD NOT BE USED AS STRUTS.
3. A STRUCTURAL ENGINEER SHOULD BE CONSULTED
FOR LENGTHS GREATER THAT 14'.
NOTE:
12 GA. HANGER
SEE
SPECIFICATION
1 1/2" C.R.
CHANNEL @
48" O.C.
5/8" TYPE 'X' GYP BD
3/4" FURRING
CHANNELS @ 24"
O.C.
C R O S S T E E
H
EA
V
Y D
U
TY M
AIN R
U
N
N
E
R
12 GA.
METAL
HANGER
WIRES
H
EA
V
Y D
U
TY M
AIN R
U
N
N
E
R
4'-0" TYPIC
AL
3" M
AX., TYP.
SLACK
WIRES
#12 WIRE HANGER AT
EACH CORNER OF
FIXTURE (TYP.)
INDEPENDENT OF
CEILING SUPPORT
SYSTEM
0' - 8" MAX0' - 8" MAX
SCREW INTO MOLDING
AT PERIMETER
ANGLE MOLDING BY
MANUFACTURER
SCHED. GYPSUM PANEL
DRYWALL MAIN
RUNNER OR
CROSS TEE
HANGER 12 GA. @ 4'-0"
O.C. MAX.
1. ALL HANGER WIRES TO BE IN LINE WITH ATTACHED COMPONENT OR SHALL
BE COUNTERSLOPED NOT GREATER THAN 1/6
2. ALL HANGER WIRES TO BE TAUT AND TIED BOTH ENDS W/ MIN. OF 4 TURNS
IN 1" OF RUN.
NOTE:
SCHEDULED WALL -
SEE FLOOR PLAN
8" MAX8" MAX
FASTENER ON ALL MEMBERS @
TWO ADJACENT WALLS ONLY
PER MFG REQ.
2" CLIP ANGLE,
ATTACH TO WALL
SCHED. CEILING TILE
CEILING GRID MAIN
RUNNER OR CROSS TEE
GRID PERPENDICULAR
TO CEILING NOT
ATTACHED TO CLOSURE
ANGLE (TWO ADJACENT
WALLS)
HANGER 12 GA. @ 4'-0"
O.C. MAX.
1. ALL HANGER WIRES TO BE IN LINE WITH ATTACHED COMPONENT OR SHALL
BE COUNTERSLOPED NOT GREATER THAN 1/6
2. ALL HANGER WIRES TO BE TAUT AND TIED BOTH ENDS W/ MIN. OF 4 TURNS
IN 1" OF RUN.
NOTE:
HANGER 12 GA. @ 4'-0"
O.C. MAX.
1. REFER TO AE100 SHEET SERIES FOR LOCATION OF WALL TYPES.
2. REFER TO SCHEDULES & DETAILS FOR FINISHES.
3. "LINE OF STRUCTURE" AS SHOWN AT THE HEAD CONDITIONS OF EACH
WALL TYPE IS DIAGRAMMATIC ONLY AND DOES NOT INDICATE THE EXACT
CONSTRUCTION CONDITION. FIRE RATED WALLS ARE TO TERMINATE AT
STRUCTURAL MEMBERS WITH A FIRE RESISTANT RATING. W HERE REQUIRED
APPROPRIATE FRAMING AND GYP BOARD IS TO BE INSTALLED AND OFFSET
AROUND STRUCTURAL MEMBERS OR OTHER OBSTRUCTIONS SUCH AS PIPING
OR DUCTWORK, TO MAINTAIN THE FIRE RESISTANCE RATING. NON-RATED
WALLS THAT CONTINUE TO STRUCTURE ARE TO TERMINATE AT PROPER
LOCATIONS TO MAINTAIN THE INTENT OF THE CONTINUOUS PLANE OF ONE
LAYER OF GYP BOARD AS A NOISE, SMOKE OR OTHER TYPE OF BARRIER. SEE
HEAD AND SILL DETAILS FOR MORE INFORMATION.
4. ALL RATED WALLS SHALL BE CONSTRUCTED FIRST AND HAVE CONTINUITY
PRIORITY OVER NON-RATED WALLS. SECONDARY, OR NON-RATED WALLS,
ARE TO ABUTT, BUT NOT PENETRATE THE RATED WALLS.
5. FIRESTOPPING TO BE PROVIDED AT ALL PENETRATIONS THROUGH RATED
WALLS AS SPECIFIED. COORDINATE WITH CODE PLANS.
6. APPROPRIATE SUBMITTAL INFORMATION MUST BE PROVIDED TO
SUBSTANTIATE THAT THE MATERIALS AND ASSEMBLY USED BY THE
CONTRACTOR HAVE BEEN TESTED BY A RECOGNIZED TESTING AGENCY TO
MEET THE FIRE RESISTANCE RATING SCHEDULED ON THESE WALL TYPES.
7. ALL GYPSUM WALL BOARD MUST BE MOISTURE RESISTANT AT THE
FOLLOWING LOCATIONS:
a. TOILET ROOMS
b. WET WALLS
c. SHOWERS
d. JANITOR'S CLOSETS
8. SOUND ATTENUATION BLANKETS SHALL EXTEND THE FULL HEIGHT OF THE
WALLS.
9. SPACING OF THE METAL STUDS HAS NOT BEEN INDICATED ON THE WALL
TYPES OR DETAILS. STUD SPACING IS TO BE DETERMINED BY THE HEIGHT OF
THE PARTITION AS SHOWN IN THE TABLE BELOW. EACH STUD GOING TO
STRUCTURE AND EXCEEDING ALLOWABLE HEIGHTS SHALL BE BRACED 45
DEGREES DIAGONALLY 12" ABOVE CEILING WITH EQUAL SIZE METAL STUDS.
THIS TABLE IS TO BE USED FOR THE INTERIOR WALL TYPES ONLY AND DOES
NOT APPLY TO EXTERIOR STUDS. STUDS IN DOUBLE STUD WALL
CONFIGURATIONS ARE TO BE EVENLY STAGGERED RELATIVE TO THE
ADJACENT STUD LAYOUT.
11. REFER TO INTERIOR DETAILS FOR ADDITIONAL INFORMATION.
12. UL DESIGN NUMBERS REFER TO FIRE RESISTANCE IN MOST CURRENT
EDITION OF THE UL DIRECTORY.
13. IN PARTITIONS WITHOUT GYP BOARD ON BOTH SIDES, SUPPORT
INSULATION WITH WIRE MESH TO STRUCTURE .
14. MAINTAIN 1/2" SPACE BETWEEN FLOOR SLAB AND BOTTOM OF GYP BOARD
ON ALL WALLS.
15. STOP STUD 1" BELOW METAL RUNNER (TOP TRACK) TO ALLOW FOR
VERTICAL EXPANSION; DO NOT ATTACH STUDS OR GYP BOARD TO TOP
TRACK.
16. SEE STRUCTURAL DRAWINGS FOR EXTERIOR METAL STUD WALL SPACING,
GUAGES, BRACING, AND CONNECTIONS.
17. PROVIDE NEOPRENE FLASHING BETWEEN ALL DISSIMILAR METALS,
TYPICAL.
18. EXTERIOR SILL PLATES OR TRACKS TO BE SET IN 3 DISTINCT BEADS OF
CONTINUOUS SEALANT.
19. INSTALLED/RE-INSTALLED CEILING SHALL BE INSTALLED PER
MANUFACTURERS INSTALLATION REQUIREMENTS.
GENERAL NOTES -WALL TYPES
FACING ON
SIDES OF
STUDS
- HEIGHT IS DISTANCE FROM THE FLOOR TO THE STRUCTURE, NOT
FLOOR TO CEILING
- BRACING AT MIDPIOINT PREQUIRED FOR ALL WALLS OVER 12'-0" HIGH
STUD
SPAC'G ON
CENTER
STUD
DEPTH 2 1/2"
MAX. HT.
STUD
DEPTH 3 5/8"
MAX. HT.
STUD
DEPTH 6"
MAX. HT.
1 LAYER 5/8" GYP
BD - 1 SIDE ONLY
1 LAYER 5/8" GYP
BD - EACH SIDE
2 LAYER 5/8" GYP
BD - EACH SIDE
16
24
16
24
16
24
11'-0"
9'-9"
12'-0"
10'-9"
14'-6"
12'-9"
16'-0"
13'-6"
16'-9"
13'-6"
14'-6"
12'-9"
16'-0"
13'-6"
20'-0"
15'-0"
PLAN VIEW
METAL STUD WALL
NON-RATEDS#_
S2a 1 5/8" STEEL STUD, GYP BD ONE
SIDE TO DECK
METAL STUD
1 OR 2 SIDE(S) OF 5/8" GYP BOARD, SEE WALL
TYPE PLANS
PROVIDE WIRE ATTACHED TO STUDS TO
SUPPORT SOUND BATT INSULATION, WHEN
LEFT EXPOSED
R-13 SOUND BATT INSULATION, FULL HEIGHT TO DECK
WHERE INDICATED ON WALL TYPES AND DIMENSION PLAN
S4a 3 5/8" STEEL STUD, GYP BD ONE
SIDE TO DECK
S4a.1 3 5/8" STEEL STUD, GYP BD ONE
SIDE TO DECK WITH 1/2" FIRE
TREATED SHEATHING (BACKING
FOR TV)
FIRE TREATED PLYWOOD SHEATHING (BACKING FOR TV)
WHERE OCCURS, RE: DIMENSION PLAN & BELOW WALL TYPE
S4b.1 3 5/8" STEEL STUD, GYP BD EACH
SIDE W/ INSULATION. SEE
HEAD/SILL DETAIL "1"
S4b.2 3 5/8" STEEL STUD, GYP BD EACH
SIDE W/ PLYWOOD ON ONE SIDE
AND INSULATION. SEE HEAD/SILL
DETAIL "1"
S6b 6" STEEL STUD, GYP BD EACH
SIDE TO DECK
CEILING AS SCHED.
(HEIGHT VARIES, RE:
REFL CEILING PLANS)
ANCHOR TOP TRACK AS
REQ'D FOR STRUCTURE TO
WITHSTAND LOADING &
DEFLECTION
SCHEDULED WALL
CONT. DEFLECTION TRACK
PARTITION WALL
HEAD/SILL DETAIL1
INNER SLIP TRACK
METAL STUD BOTTOM TRACK
ACOUSTIC SEALANT EACH SIDE
FLOOR AS SCHEDULED
0'
-
1
"
M
I
N
NOTE: DO NOT ATTACH
GYP WALL BOARD OR
WALL STUDS TO TOP
TRACK
ACOUSTIC SEALANT EACH
SIDE
GYP BOARD TO FOLLOW
METAL DECK PROFILE,
WHERE IT IS OPEN TO DECK
IN THE ROOM. ACOUSTICAL
SEALANT IS STILL REQUIRED
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A501
WALL
ASSEMBLIES
& CEILING
DETAILS
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
1 1/2" = 1'-0"B3 CEILING / SOFFIT DETAIL
1 1/2" = 1'-0"C3 CEILING/SOFFIT DETAIL (ACT-ACT)
12" = 1'-0"A2 SEISMIC BRAC'G - GYP BD CEILING
12" = 1'-0"A1 SEISMIC BRAC'G - LAYIN CEILING
1 1/2" = 1'-0"D1 SEISMIC BRACING DETAIL
3" = 1'-0"B2 SUSP. CEILING CHANNELS
1/64" = 1'-0"B1 TYP FIXTURE SUPPORT ISO
1 1/2" = 1'-0"C1 TYP SUSP. GYP. BD. CLG. - CLIP ANGLE
1 1/2" = 1'-0"C2 TYP. CEILING DETAIL - CLIP ANGLE
EXISTING WALL
NEW PICTURE RAIL TO
MATCH EXISTING, ATTACHED
TO WALL IN A CONCEALED
MANNER, CONSISTENT WITH
EXISTING CONDITIONS
45 DEG. MITERERED JOINT
EXISTING PICTURE RAIL
COUNTERTOP: 1 1/2" THICK, SQUARE EDGE -
SCRIBE TIGHTLY TO WALL, 3/4" PLYWOOD
SUBSTRATE, RE: ELEVATIONS FOR FINISH
TYPE
REFER TO FLOOR PLAN FOR WALL TYPES
DRAWER/DOOR PULL -AMEROCK
EDGE PULL
3.75", SATIN NICKEL
CABINET DOOR: 3/4" CORE, SQ. EDGES.
RE: ELEVATIONS FOR FINISH
INTERIOR CABINET: 3/4" CORE FACED W/
WHITE MELAMINE
STANDARD TOE KICK HEIGHT IS 4"H,
PROVIDE 2-1/2" H TOE KICK AT DESK
HEIGHT, MATCH CABINET MATERIAL
PROVIDE BLOCKING AS REQ'D
BACKSPLASH AT WET AREAS ONLY U.N.O.
RE: ELEVATIONS
ADJUSTABLE SHELF
2 1/2"
FINISHED FLOOR
25"
RE
:
E
L
E
V
A
T
I
O
N
S
COUNTERTOP: QUARTZ , SQUARE EDGE -
SCRIBE TIGHTLY TO WALL, 3/4" PLYWOOD
SUBSTRATE, RE: ELEVATIONS FOR FINISH
TYPE
REFER TO FLOOR PLAN FOR WALL TYPES
DRAWER/DOOR PULL -AMEROCK
EDGE PULL
3.75", SATIN NICKEL
CABINET DRAWER: 3/4" CORE, SQ.
EDGES. FACED W/ WHITE MELAMINE,
RE: ELEVATIONS FOR FINISH FACE
MICROWAVE OPENING FINISHED WITH
LAMINATE TO MATCH EXTERIOR FINISH;
RE: ELEVATIONS FOR FINISH TYPE
STANDARD TOE KICK HEIGHT IS 4"H,
PROVIDE 2-1/2" H TOE KICK AT DESK
HEIGHT, MATCH CABINET MATERIAL
PROVIDE BLOCKING AS REQ'D
4" BACKSPLASH IN COUNTERTOP MATERIAL,
SCRIBE TIGHTLY TO THE WALL, MATCHING
CALK AT JOINT
RE: ELEVATIONS
FINISHED FLOOR
25"
4"
11
3
/
4
"
M I C R O W A V E D I M S
V E R I F Y W I T H O W N E R
3"
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A571
INTERIOR +
CASEWORK
DETAILS
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
3" = 1'-0"E1 PICTURE RAIL JOINT
1 1/2" = 1'-0"D2 TYPICAL BASE CABINET
1 1/2" = 1'-0"D4 MICROWAVE CABINET DETAIL
ALUMINUM, FULL LITE
D1
S E E S C H E D .
SEE SCHED.
6 "
1 0 "
C .L . O F H A R D W A R E
3 ' - 4 "
6"
G1
WOOD FLUSH
D2
S E E S C H E D .
SEE SCHED.
C .L . O F H A R D W A R E
3 ' - 4 "
6"
WOOD FLUSH
D4
S E E S C H E D .
SEE SCHED.SEE SCHED.
C .L . O F H A R D W A R E
3 ' - 4 "
WOOD FLUSH
D3
S E E S C H E D .
SEE SCHED.
C .L . O F H A R D W A R E
3 ' - 4 "
8"7"7"8"
1 0 "
1 '-8 "
6"6"
2 '-4 "
6 "
G1
G1 G1 G1
F1 F4
2"SEE SCHED.2"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
2"
ALUM STOREFRONT
2"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
2"
G1
FIELD VERIFY
15'-5"
EQ EQ 2"EQ
G1
C1
A601
D1
A601
A1
A601
HOLLOW METAL
2 "
7 '-2 "
F5
ALUM STOREFRONT
G1
SEE SCHED.
F2
HOLLOW METAL
F3
HOLLOW METAL
2"SEE SCHED.
2"
2' - 0"2"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
2"
6 "
G1
2"
2'-9 1/2"
2"
2'-9 1/2"
2"
SEE SCHED.
2"
2'-9 1/2"
2"
2'-9 1/2"
2"
2 "
3 '-1 0 "
2 "
3 '-0 "
7 '-2 "
S E E D O O R S C H E D U L E
2"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
2"
G1
FIELD VERIFY
14'-0"
EQ EQ
G1
C1
A601
D1
A601
A1
A601 2 "
7 '-2 "
G1
SEE SCHED.
G1
2"2"
G1 G1G1G1G1
SCHEDULED WALL,
SEE WALL TYPES
INSULATION TO EXTEND TO
DECK
STOREFRONT SYSTEM,
RE: SCHEDULE &
WINDOW TYPES
SEALANT BOTH
SIDES TYP.
SHIM
BOX HEADER
GYP BOARD "J"
BEAD (BOTH SIDES)
SCHEDULED WALL
GLAZING, SEE WINDOW TYPES
& GLAZING SCHEDULE
SEALANT BOTH SIDES TYP.
STOREFRONT SYSTEM
SHIM
GYP BOARD
BACKER ROD & SEALANT
BOTH SIDES TYPICAL
SHIM SPACE
FINISHED FLOOR
WINDOW / STOREFRONT
SYSTEM, RE: SCHEDULE &
WINDOW TYPES
PROVIDE MATCHING ALUMINUM 'L'
STRIP TO STOREFRONT, TO
COVER EXISTING TRAVERTINE
WHERE OCCURS
SEALANT, BOTH SIDES
FRAME, RE DOOR SCHEDULE
SCHEDULED WALL
DOOR AS SCHEDULED
DRYWALL "J" MOLDING
SHIM
GENERAL NOTES -STOREFRONT
A. WINDOW TYPES KEY:
SF# (STORE FRONT SYSTEM) :
2" X 4 1/2" (B.O.D. = KAWNEER TRIFAB VERSAGLAZE 451T)
B. UNLESS OTHERWISE SPECIFIED, MAX GLASS PANEL WIDTH SIZE SHALL NOT BE GREATER THAN
5'-0", ALL GLASS PANEL WIDTHS SHALL BE EQUAL.
C. OVERALL DIMENSIONS ARE FROM OUTSIDE FACE OF MULLION; INTERIOR/FIELD DIMENSIONS
ARE TO CENTERLINE OF MULLION
D. PROVIDE TEMPERED GLASS AT ALL CODE REQUIRED LOCATIONS
E. CONTRACTOR SHALL BE THE RESPONSIBLE PARTY FOR THE ENERGY PERFORMANCE RATINGS
OF THE FENESTRATION SYSTEM IN ACCORDANCE WITH THE NATIONAL FENESTRATION RATING
COUNCIL REQUIREMENTS. CONTRACTOR SHALL ACQUIRE LABEL CERTIFICATES FOR SITE-BUIT
GLAZING SYSTEMS AS REQUIRED BY THE CODE OFFICAL. CONTRACTOR SHALL HAVE THE
OPTION OF SELECTING EITHER THE "CERTIFIED PRODUCT" OR "CERTIFIED PROJECT PATH" PER
NFRC 100
PAINTED HOLLOW
METAL FRAME.
DOOR
SEALANT,
EACH SIDE
TYPES
RE: WALL
HEADER, RE:
STRUCTURAL
SCHEDULED WALL
PAINTED HOLLOW METAL
FRAME.
DOOR
SEALANT,
EACH SIDE
T Y P E S
R E : W A L L
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A601
DOOR
SCHEDULE
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
DOOR SCHEDULE
Type Room
DOOR DIMENSIONS DOOR FRAME
Card Access Panic Hardware Electrified Hardware Hardware Set CommentsWidth Height Thickness Door Type Door Material Door Finish Frame Type Frame Material Frame Finish
101 RECEPTION 3' - 0" 7' - 0" D1 ALUM ANODIZED F4 ALUMINUM ANODIZED No No No
103 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
104 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
105 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
106 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
107 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
108 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
109 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
110 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
111 OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D2 WOOD - SOLID CORE F2 HM PAINTED; PNT-05
112 STUDENT WORK AREA 3' - 0" 7' - 0" 0' - 1 3/4" D2 EXISTING WOOD - SOLID CORE EXISTING EXISTING HM PAINTED; PNT-05 EXISTING WOOD - SOLID CORE DOOR W/ A HOLLOW METAL FRAME
115 CONFERENCE 3' - 0" 7' - 0" D1 ALUM ANODIZED F5 ALUMINUM ANODIZED No No No
174 LARGE FORMAT PRINTING 3' - 0" 7' - 0" 0' - 1 3/4" D4 WOOD - SOLID CORE F1 HM PAINTED; PNT-05
175 OPEN OFFICE 3' - 0" 7' - 0" D2 WOOD - SOLID CORE F3 HM PAINTED; PNT-05
175A OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D3 WOOD - SOLID CORE F1 HM PAINTED; PNT-05
175B OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D3 WOOD - SOLID CORE F1 HM PAINTED; PNT-05
175C OFFICE 3' - 0" 7' - 0" 0' - 1 3/4" D3 WOOD - SOLID CORE F1 HM PAINTED; PNT-05
1/4" = 1'-0"B1 DOOR TYPES
1/4" = 1'-0"C2 FRAME TYPES
3" = 1'-0"A601D1INTERIOR STOREFRONT HEAD TYP
3" = 1'-0" A601
C1 INTERIOR STOREFRONT JAMB
3" = 1'-0" A601
A1 INTERIOR STOREFRONT SILL AT FLOOR TYP
3" = 1'-0"D2 FRAMED WALL - SF DOOR JAMB
GLAZING/SPANDREL SCHEDULE
G1 1/2" CLEAR GLAZING - TEMPERED
GENERAL NOTES - DOORS
1 ALL HOLLOW METAL FRAMES AND DOORS ARE TO BE PAINTED TO MATCH ADJACENT WALL FINISH, UNLESS NOTED
OTHERWISE
2 ALL INTERIOR HOLLOW METAL FRAME WIDTHS ARE TO MATCH WALL WIDTHS; COORDINATE WITH VERTICAL ASSEMBLY
TYPES
3 WOOD GRAIN DIRECTION TO BE VERTICAL, UNLESS NOTED OTHERWISE
4 FINISH OF METAL FRAMES ADJACENT TO METAL PANEL TO MATCH METAL PANEL COLOR, UNLESS NOTED OTHERWISE
5 COLOR TRANSITIONS TO OCCUR AT INSIDE OF FRAME STOP
6 DOORS SERVING SPACES WITH AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK
OTHER THAN PANIC HARDWARE. SEE DOOR HARDWARE SPECIFICATIONS
1 Addendum 1 4/8/2022
3" = 1'-0"D3 HM HEAD STUD DETAIL
3" = 1'-0"D4 HM JAMB STUD DETAIL
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
07/15/2022
b y u i d a h o p r o j e c t # : 12361
A611
FINISH
SCHEDULES
22.0235
July 15, 2022
101 E Viking St Drive
Rexburg, ID 83460
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
SCEDULED MATERIALS AND FINISHES SHALL BE USED FOR BASIS OF DESIGN U.N.O.
*MS_FINISH SCHEDULE
CODE PRODUCT TYPE MANUFACTERER STYLE COLOR DIVISION FINISH NOTES/ REMARKS SPECIFICATION
DIVISION 06 - WOODS, PLASTICS & COMPOSITES
PL-01 PLASTIC LAMINATE WILSONART STANDARD HPL, MATTE FINISH LANDMARK WOOD 7981K-12 DIVISION 06 - WOODS, PLASTICS & COMPOSITES BASE CABINETS GRAIN TO RUN VERTICAL, MATCHING EDGEBANDING
DIVISION 09 - BASE & TRANSITIONS
WB-01 CARPET BASE INTERFACE (EXISTING;
CAMPUS STANDARD)
URBAN GRID 9838 STEEL DIVISION 09 - BASE & TRANSITIONS 4" CARPET BASE, OWNER PROVIDED, OWNER INSTALLED
WB-02 TILE BASE DALTILE PORTFOLIO PF07 DIVISION 09 - BASE & TRANSITIONS 4" BASE, CUT TILE TO MATCH EXISTING TILE BASE HEIGHT. REVIEW
EXISTING TILE BASE ATTIC STOCK WITH OWNER FOR BEST TILE BASE
OPTION
DIVISION 09 - CEILINGS
ACP-01 ACOUSTICAL CEILING TILE USG 2110 WHITE DIVISION 09 - CEILINGS INSTALLATION PER MFGR
INSTALLATION INSTRUCTIONS
24" X 24"
DIVISION 09 - FLOORS
CPT-01 CARPET TILE INTERFACE (EXISTING;
CAMPUS STANDARD)
URBAN GRID 9838 STEEL DIVISION 09 - FLOORS 2. GENERAL CAPRET FLOORING 1C X 50CM, OWNER PROVIDED; OWNER INSTALLED; RE: FINISH PLANS FOR
LOCATIONS
CPT-02 CARPET TILE EXISTING CARPET TO BE
REMOVED FOR RE-USE
IN THIS SPACE
EXISTING DIVISION 09 - FLOORS 2. GENERAL CAPRET FLOORING INSTALLED BY OWNER, CONTRACTOR REMOVE
DIVISION 09 - PAINT & WALLCOVERING
PNT-01 FIELD WALL PAINT SHERWIN-WILLIAMS CASHMERE SW7565 OYSTER BAR DIVISION 09 - PAINT & WALLCOVERING MEDIUM LUSTRE
DIVISION 10 - SPECIALTIES
CG-01 CORNER GUARD BYUI CAMPUS
STANDARD
DIVISION 10 - SPECIALTIES @ OUTSIDE CORNERS, TO
COORDINATE LOCATIONS WITH
OWNER
DIVISION 12 - FURNISHINGS
ST-01 QUARTZ COUNTERTOP DALTILE ONE QUARTZ WOVEN WOOL DIVISION 12 - FURNISHINGS -
STRUCTURAL GENERAL NOTES
BASIS OF DESIGN
1.GOVERNING BUILDING CODE...............................................2018 IBC
2.OCCUPANCY CATEGORY.......................................................III
3.LOAD COMBINATIONS:
ASD -GRAVITY AND LATERAL.......................................1605.3.1
LRFD -GRAVITY AND LATERAL....................................1605.2.1
4.GRAVITY DESIGN:
NOT APPLICABLE
5.LATERAL DESIGN:
WIND DESIGN PER ASCE 7-10
NOT APPLICABLE
SEISMIC DESIGN
NOT APPLICABLE
6.SERVICABILITY REQUIREMENTS
NOT APPLICABLE
GENERAL
1.THE GENERAL CONTRACTOR SHALL:
A.BECOME FAMILIAR WITH ALL PORTIONS OF THE CONTRACT DOCUMENTS AND INSURE THAT ALL
SUBCONTRACTORS ARE FAMILIAR WITH THOSE PORTIONS PERTAINING TO THEIR AREA OF
WORK. NO DEVIATIONS WILL BE ALLOWED UNLESS AGREED UPON BY ALL PARTIES IN
WRITING PRIOR TO CONSTRUCTION FABRICATION.
B.VERIFY ALL DIMENSIONS AND ELEVATIONS. COORDINATE ALL DOORS, WINDOWS, NON-
BEARING INTERIOR AND EXTERIOR WALLS, ELEVATIONS, SLOPES, STAIRS, CURBS, DRAINS,
RECESSES, DEPRESSIONS, RAILINGS, WATERPROOFING, FINISHES, CHAMFERS, KERFS, ETC.
C.FIELD VERIFY ALL SITE CONDITIONS AND IMMEDIATELY NOTIFY THE ARCHITECT AND
STRUCTURAL ENGINEER REGARDING ACTUAL CONDITIONS AT THE SITE WHICH ARE NOT PER
THE DRAWINGS.
D.COORDINATE ALL WORK BETWEEN THE VARIOUS TRADES AND SUBCONTRACTORS. REPORT
ANY MODIFICATIONS TO THE STRUCTURAL PORTION OF THE BUILDING BY OTHER TRADES TO
THE ARCHITECT AND STRUCTURAL ENGINEER.
E.BE RESPONSIBLE FOR SAFETY AND PROTECTION IN AND AROUND THE JOB SITE AND/OR
ADJACENT PROPERTIES.
F.REPORT PROGRESS OF WORK TO ARCHITECT AND STRUCTURAL ENGINEER.
G.COORDINATE ANY CONSTRUCTION SITUATION NOT COVERED BY THESE PLANS, GENERAL
NOTES, OR SPECIFICATIONS WITH THE ARCHITECT AND STRUCTURAL ENGINEER.
2.CONTRACT DOCUMENTS:
A.REFER TO THE SPECIFICATIONS FOR INFORMATION NOT COVERED BY THESE GENERAL NOTES
OR THE DRAWINGS.
B.DETAILS, SECTIONS AND NOTES SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED TO
BE TYPICAL AND SHALL APPLY TO ALL SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OR
SHOWN OTHERWISE.
C.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS
SPECIFICALLY NOTED OTHERWISE.
D.INFORMATION ON DRAWINGS INDICATING EXISTING CONDITIONS IS BASED ON BEST PRESENT
KNOWLEDGE, BUT MAY NOT BE ENTIRELY ACCURATE AND MUST BE FIELD VERIFIED.
3.BUILDING CODE COMPLIANCE:
A.INSPECTION, TESTING, CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL CONFORM TO
THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND STANDARDS. ASTM, IBC, AND
OTHER DESIGNATIONS SHALL BE AS AMENDED TO LATEST DATE UNLESS NOTED OTHERWISE.
4.CONSTRUCTION SEQUENCE, SHORING, AND BRACING REQUIREMENTS:
A.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE METHOD, MEANS, AND SEQUENCE OF
ALL STRUCTURAL ERECTION EXCEPT WHEN SPECIFICALLY NOTED OTHERWISE ON THE
DRAWINGS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING TO
PROVIDE ADEQUATE VERTICAL AND LATERAL SUPPORT DURING ERECTION. THIS SHORING AND
BRACING SHALL REMAIN IN PLACE UNTIL ALL PERMANENT MEMBERS ARE PLACED AND ALL
FINAL CONNECTIONS ARE COMPLETED, INCLUDING ALL ROOF AND FLOOR ATTACHMENTS.
5.OMISSIONS AND/OR CONFLICTS:
A.OMISSIONS IN AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT
DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT AND
STRUCTURAL ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH ANY WORK
INVOLVED.
B.IN CASE OF CONFLICTS IN THE STRUCTURAL WORK, THE MOST STRINGENT REQUIREMENTS, AS
DIRECTED BY THE ARCHITECT AND STRUCTURAL ENGINEER, SHALL BE IMPLEMENTED AT NO
ADDITIONAL COST TO THE OWNER.
6.MISCELLANEOUS:
A.DURING AND AFTER CONSTRUCTION, THE CONTRACTOR AND/OR OWNER SHALL KEEP THE
LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN.
B.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE ARCHITECT AND/OR
STRUCTURAL ENGINEER SHALL NOT BE CONSTRUED AS INSPECTION NOR APPROVAL OF
CONSTRUCTION.
C.ALL WORK SHALL BE DONE IN ACCORDANCE WITH OSHA REQUIREMENTS. ANY CONFLICTS
BETWEEN THESE DOCUMENTS AND OSHA REQUIREMENTS SHALL BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH
WORK.
CONCRETE
1.CODES AND STANDARDS:
A.CONCRETE CONSTRUCTION, WORKMANSHIP, AND MATERIALS SHALL COMPLY WITH THE
AMERICAN CONCRETE INSTITUTE (ACI) EDITIONS OF:
I.ACI 301, "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS".
II.ACI 318, "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", EXCEPT AS
MODIFIED BY THE IBC.
III.ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORM WORK".
2.MATERIALS:
A.CEMENT SHALL CONFORM TO ASTM C150, PORTLAND CEMENT.
I.USE TYPE I OR II FOR EXPOSURE CLASS S0
II.USE TYPE I OR V FOR EXPOSURE CLASS S1
III.USE TYPE V FOR EXPOSURE CLASS S2 AND S3
B.HARD ROCK AGGREGATES SHALL CONFORM TO ASTM C33. LIGHTWEIGHT AGGREGATES SHALL
CONFORM TO ASTM C330.
C.WATER SHALL BE POTABLE.
D.AIR ENTRAINMENT SHALL CONFORM TO ASTM C260.
I.LIMIT AIR CONTENT TO 3% AT TROWEL FINISHED FLOOR SLABS OR FINISH PER ACI302.1R-96
"GUIDE FOR CONCRETE FLOOR AND SLAB CONSTRUCTION" WHERE AIR CONTENT IS >3%.
E.FLY ASH, CLASS F POZZOLAN SHALL CONFORM TO ASTM C618.
F.CALCIUM CHLORIDE SHALL NOT BE USED.
G.DEFORMED BAR ANCHORS (DBA) SHALL CONFORM TO ASTM A496.
H.HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108.
I.SILICA FUME (2% TO SUSPENDED PARKING SLABS) SHALL CONFORM TO ASTM C1240
3.MIX DESIGNS:
A.ONLY ONE TYPE OF CONCRETE SHALL BE PLACED AT THE SITE AT ANY GIVEN TIME.
B.LIMIT SLUMP TO 4" MAXIMUM PRIOR TO THE ADDITION OF PLASTICIZERS AND WATER REDUCING ADD
MIXTURES. CONCRETE SUPPLIER SHALL INDICATE FINAL SLUMP OF EACH CONCRETE MIX DESIGN.
C.CONCRETE MIXES SHALL CONFORM TO THE FOLLOWING:
D. LIMIT FLY ASH TO 25% OF THE TOTAL CEMENTITIOUS MATERIAL.
E. PEA GRAVEL AGGREGATE AND/OR PLASTICIZER MAY BE USED IN CONGESTED AREAS WHEN
REQUIRED TO PROPERLY FILL ALL VOIDS AND/OR FOR WORKABILITY. (CONTRACTORS OPTION).
4.CONSTRUCTION:
A. CONCRETE SHALL BE PROPERLY VIBRATED DURING PLACEMENT.
B. PRIOR TO PLACING CONCRETE, CHECK WITH ALL TRADES TO INSURE PROPER PLACEMENT
OF OPENINGS, BLOCK OUTS, SLEEVES, CURBS, CONDUITS, BOLTS, INSERTS, EMBEDS, DOWELS,
ETC. ANCHOR BOLTS AND DOWELS SHALL BE PLACED PRIOR TO CASTING CONCRETE.
C. CONSTRUCTION JOINTS AND BULKHEADS SHALL BE FORMED WITH A KEY WAY. ALL CONTACT
SURFACES, NEW OR EXISTING, AT CONSTRUCTION JOINTS SHALL BE INTENTIONALLY
ROUGHENED TO A 1/4" AMPLITUDE PRIOR TO CASTING ADJACENT POUR.
D. NO PENETRATION SHALL BE ALLOWED THROUGH ANY CONCRETE BEAM, JOIST, COLUMN, PIER,
OR JAMB WITHOUT THE ARCHITECT?S AND STRUCTURAL ENGINEER'S PRIOR WRITTEN
APPROVAL. PENETRATIONS SHALL BE RE-ROUTED AS REQUIRED AT THESE LOCATIONS.
E.ALL BOLT HOLES TO BE FILLED WITH EPOXY SHALL BE WIRE BRUSHED AND CLEANED WITH
COMPRESSED AIR. FOLLOW MANUFACTURERS RECOMMENDATIONS.
5.FOOTINGS:
A.NOT APPLICABLE.
6.SLABS ON GRADE:
A.INTERIOR SLABS ON GRADE SHALL BE A MINIMUM OF 4 INCHES THICK, SHALL BEAR ON A 4
INCH MINIMUM LAYER OF FREE-DRAINING GRAVEL, AND SHALL BE REINFORCED WITH #4 BARS
AT 18" O.C. BOTH WAYS, TYPICAL UNLESS NOTED OTHERWISE. PROVIDE CHAIRS WITH SAND
PLATES FOR PROPER PLACEMENT.
B.SLABS ON GRADE SHALL BE SUBDIVIDED BY CONSTRUCTION AND/OR CONTRACTION (CONTROL)
JOINTS INTO ROUGHLY SQUARES WHOSE SIDES SHALL NOT EXCEED 15 FEET IN EITHER
DIRECTION.
C.SEE ARCHITECTURAL FOR EXTERIOR SLABS ON GRADE, TYPICAL, UNLESS NOTED OTHERWISE.
7. WALLS:
A.CONCRETE WALLS SHALL BE REINFORCED AS FOLLOWS, UNLESS NOTED OTHERWISE:
WALL VERTICAL HORIZONTAL
THICKNESS REINFORCING REINFORCING
6"#4 @ 12" O.C.#4 @ 12" O.C.
8"#5 @ 14" O.C.#5 @ 14" O.C.
10"#5 @ 12" O.C.#5 @ 12" O.C.
B.PLACE VERTICAL REINFORCING IN THE CENTER OF THE WALL (EXCEPT FOR BASEMENT WALLS,
RETAINING WALLS, OR WHEN EACH FACE IS SPECIFIED).
C.VERTICAL REINFORCING SHALL BE DOWELED TO CONCRETE FOOTING OR STRUCTURE BELOW
AND TO STRUCTURE ABOVE WITH THE SAME SIZE BAR AND SPACING, TYPICAL, UNLESS NOTED
OTHERWISE.
D.PROVIDE CORNER BARS AT ALL INTERSECTIONS AND CORNERS. USE SAME SIZE BAR AND
SPACING AS THE HORIZONTAL REINFORCING.
E.HORIZONTAL REINFORCING SHALL TERMINATE AT THE ENDS OF WALLS AND AT OPENINGS WITH
A STANDARD HOOK.
F.PENETRATIONS THROUGH ANY CONCRETE WALL SHALL BE BUILT INTO THE WALL AS THE WALL
IS BEING CONSTRUCTED AND SHALL BE REVIEWED BY THE ARCHITECT AND STRUCTURAL
ENGINEER PRIOR TO INSTALLATION.
8. SUSPENDED SLABS, SLABS ON DECK, BEAMS, AND JOISTS:
A.NOT APPLICABLE
7.SUBMITTALS:
A.THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER
FOR REVIEW PRIOR TO FABRICATION, ERECTION, INSTALLATION, OR OTHERWISE BEING
INCORPORATED INTO THE WORK.
MATERIALS CERTIFICATION FOR ALL CONCRETE MATERIALS.
MIX DESIGNS FOR EACH TYPE OF CONCRETE.
REINFORCING STEEL SHOP DRAWINGS.
B.A MINIMUM OF TWO WEEKS SHALL BE ALLOWED FOR THE REVIEW OF ALL SUBMITTALS BY THE
ARCHITECT AND STRUCTURAL ENGINEER.
C.REQUESTS FOR SUBSTITUTIONS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL
ENGINEER IN WRITING. REASON(S) FOR THE REQUEST AND COST DIFFERENTIALS SHALL BE
INCLUDED IN THE REQUESTS. SUBSTITUTIONS ARE NOT ALLOWED UNLESS APPROVED IN
WRITING BY THE ARCHITECT AND STRUCTURAL ENGINEER.
8.DEFERRED SUBMITTALS:
A.THE FOLLOWING ITEMS REQUIRING DEFERRED SUBMITTALS ARE LISTED BELOW. THESE ITEMS
SHALL BE DESIGNED AND FABRICATED BY THE MANUFACTURER ACCORDING TO THE
SPECIFICATIONS GIVEN IN THE CONTRACT DOCUMENTS.
NO DEFFERED ITEMS
SOILS
1.SOILS REPORT BY: NOT APPLICABLE
SITE PREPARATION
1.NOT APPLICABLE
QUALITY ASSURANCE PLAN FOR STRUCTURE
1.INSPECTION:
A.THE OWNER SHALL PROVIDE SPECIAL INSPECTION BY QUALIFIED INSPECTORS FOR THE
FOLLOWING TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1704 AND 1707, THE
SPECIFICATIONS, AND THE ATTACHED TABLES INCLUDED IN THESE GENERAL NOTES.
REINFORCED CONCRETE:DURING THE CASTING OF ALL CONCRETE AND TAKING OF ALL
TEST SPECIMENS, AND SHALL VERIFY THE PLACEMENT OF ALL REINFORCING. INSPECTOR
SHALL BE ACI-II OR ICC CERTIFIED. SEE ATTACHED TABLE LABELED REQUIRED
VERIFICATION AND INSPECTION OF CONCRETE/STEEL CONSTRUCTION.
SHOTCRETE:SEE ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF
CONCRETE CONSTRUCTION.
POST-INSTALLED ANCHORS:THE FIRST 25 POST-INSTALLED ANCHORS SHALL BE INSPECTED
AND 10 PERCENT OF THE REMAINING ANCHORS SHALL BE INSPECTED.
2.TESTING:
A.THE OWNER SHALL PROVIDE TESTING BY QUALIFIED TESTING AGENCIES FOR THE FOLLOWING
TYPES OF CONSTRUCTION IN ACCORDANCE WITH IBC, SECTION 1708 AND THE SPECIFICATIONS.
CONCRETE: STRENGTH, SLUMP, AIR, AND TEMPERATURE.
3.STRUCTURAL OBSERVATIONS:
A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS
AT SIGNIFICANT STAGES OF CONSTRUCTION.
B.THE STRUCTURAL ENGINEER SHALL PROVIDE A COPY OF THE OBSERVATION REPORT TO THE
ARCHITECT FOR FURTHER DISTRIBUTION.
4.THE CONTRACTOR SHALL:
A.SUBMIT A STATEMENT OF RESPONSIBILITY TO THE OWNER AND BUILDING OFFICIAL PRIOR TO
COMMENCING WORK ON STRUCTURE THAT INCLUDES AWARENESS OF THE QUALITY
ASSURANCE PLAN REQUIREMENTS, ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED
TO OBTAIN CONFORMANCE TO CONSTRUCTION DOCUMENTS, PROCEDURES FOR EXERCISING
CONTROL, METHOD AND FREQUENCY OF REPORTING, AND IDENTIFICATION AND
QUALIFICATIONS OF PERSONNEL IN CHARGE OF CONTROL.
B.CORRECT ALL WORK FOUND TO BE DEFICIENT AT NO ADDITIONAL COST TO THE OWNER.
C.COORDINATE ALL THE REQUIRED INSPECTIONS, TESTING, AND/OR STRUCTURAL
OBSERVATIONS OF THE QUALITY ASSURANCE PLAN. DO NOT PROCEED WITH SUBSEQUENT
WORK UNTIL THE REQUIRED INSPECTIONS, TESTING, AND STRUCTURAL OBSERVATIONS HAVE
BEEN PROVIDED. NOTIFY THE ARCHITECT AND STRUCTURAL ENGINEER AT LEAST 48 HOURS
PRIOR TO ANY REQUIRED OBSERVATIONS.
D.PROVIDE COPIES OF THE DAILY INSPECTION REPORTS AND ALL TESTING RESULTS TO THE
ARCHITECT, STRUCTURAL ENGINEER, OWNER, AND BUILDING OFFICIAL.
9. COLUMNS:
A.NOT APPLICABLE
SHOTCRETE
1.PRODUCT:
A.SHOTCRETE SHALL CONFORM TO THE CODES AND STANDARDS REQUIREMENTS OF THE
CONCRETE SECTION ABOVE.
B.SHOTCRETE SHALL CONFORM TO THE MATERIALS REQUIREMENTS OF THE CONCRETE SECTION
ABOVE.
2.DESIGN:
A.SHOTCRETE SHALL HAVE A DESIGN STRENGTH OF 5000 PSI AND SHALL HAVE PROPORTIONS
SUITABLE FOR PROPER PLACEMENT WITH EQUIPMENT SELECTED.
3.INSTALLATION
A.SHOTCRETE SHALL BE INSTALLED BY PNEUMATICALLY PROJECTING IT AT A HIGH VELOCITY
ONTO THE REQUIRED SURFACE.
B.MAXIMUM AGGREGATE SIZE SHALL BE 3/8".
C.ALL SHOTCRETE SHALL BE TESTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION
1913.10 OF THE IBC.
D.SHOTCRETE WHICH EXHIBITS SAGS, SLOUGHS, SEGREGATION, HONEYCOMBING, SAND
POCKETS, OR OTHER OBVIOUS DEFECTS SHALL BE REMOVED AND REPLACED.
E.SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR SEVEN DAYS OR AS OTHERWISE
APPROVED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER.
F.SHOTCRETE SHALL BE INSTALLED BY INSTALLER WITH ADEQUATE EXPERIENCE, 5 YEARS
MINIMUM, AND EXPERTISE AS ACCEPTABLE TO THE ARCHITECT AND STRUCTURAL ENGINEER.
REINFORCING STEEL
1.CODES AND STANDARDS:
A.REINFORCING STEEL SHALL COMPLY WITH:
I.CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE".
II.AMERICAN CONCRETE INSTITUTE "DETAILING MANUAL", ACI 315 (OR SP-66).
2.MATERIALS:
A.REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS AND SHALL CONFORM TO ASTM
A615, GRADE 60, WITH A DESIGN YIELD STRENGTH OF 60,000 PSI, EXCEPT AS NOTED BELOW.
I. DOWELS TO BE BENT IN THE FIELD DURING CONSTRUCTION SHALL BE ASTM A615, GRADE
40 OR ASTM A706, GRADE 60, "LOW-ALLOY STEEL".
II. REINFORCING TO BE WELDED SHALL BE ASTM A706, GRADE 60,"LOW-ALLOY STEEL".
B.MASONRY JOINT REINFORCING SHALL CONFORM TO ASTM 951 AND SHALL BE MANUFACTURED
FROM WIRE WHICH CONFORMS TO ASTM A82.
C.MECHANICAL SPLICE COUPLERS SHALL BE CAPABLE OF DEVELOPING 125% OF THE SPECIFIED
STRENGTH OF THE BAR.
3.CONSTRUCTION:
A.REINFORCING SHALL BE DETAILED, BOLSTERED, AND SUPPORTED PER ACI 315.
B.REINFORCING STEEL SHALL BE FREE OF LOOSE FLAKY RUST, SCALE, GREASE, OIL, DIRT, AND
OTHER MATERIALS WHICH MIGHT AFFECT OR IMPAIR BOND.
C.REINFORCING SHALL BE CONTINUOUS IN WALLS, BEAMS, COLUMNS, SLABS, FOOTINGS, ETC.
D.SPLICES IN CONTINUOUS REINFORCING SHALL BE MADE IN AREAS OF COMPRESSION AND/OR
AT POINTS OF MINIMUM STRESS, TYPICAL UNLESS NOTED OTHERWISE. LAP SPLICES SHALL
BE MINIMUM OF 40 BAR DIAMETERS LONG IN CONCRETE AND 48 BAR DIAMETERS LONG IN
MASONRY, TYPICAL UNLESS NOTED OTHERWISE. MINIMUM LAP SHALL BE 24 INCHES LONG.
DOWELS SHALL HAVE A MINIMUM OF 30 BAR DIAMETERS EMBEDMENT. TENSION SPICES
SHALL BE USED IN CONCRETE WHEN SPECIFICALLY NOTED, USE A CLASS B SPLICE. SPLICES
IN TOP BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT MID SPAN. SPLICES IN
BOTTOM BARS IN SUSPENDED SLABS AND BEAMS SHALL BE MADE AT SUPPORTS.
E.BENDS SHALL BE MADE COLD. DO NOT USE HEAT. BENDS SHALL BE DONE IN THE
FABRICATOR'S SHOP UNLESS SPECIFICALLY NOTED FOR THE FIELD. DO NOT UN-BEND OR RE-
BEND A PREVIOUSLY BENT BAR.
F.REINFORCING STEEL IN CONCRETE SHALL BE SECURELY ANCHORED AND TIED IN PLACE PRIOR
TO PLACING CONCRETE AND SHALL BE POSITIONED WITH THE FOLLOWING MINIMUM CONCRETE
COVER:
CONCRETE CAST AGAINST AND PERMANENTLY
EXPOSED TO EARTH................................................................3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 AND LARGER........................................................................2"
#5 AND SMALLER......................................................................1-1/2"
CONCRETE NOT EXPOSED TO EARTH OR WEATHER:
SLABS AND WALLS, #11 AND SMALLER..................................3/4"
BEAMS AND COLUMNS, MAIN REINFORCING OR TIES.........1-1/2"
SLABS ON GRADE.....................................................................CENTER OF SLAB
G.REINFORCING STEEL IN MASONRY SHALL BE PLACED PRIOR TO GROUTING AND SHALL BE
PLACED, POSITIONED, AND LOCATED ACCORDING TO THE STRUCTURAL DRAWINGS. IT SHALL
BE SECURED AGAINST DISPLACEMENT AT INTERVALS NOT TO EXCEED 200 BAR DIAMETERS OR
TEN FEET.
H.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX
ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.
I.EPOXY COATED REINFORCING BARS SHALL BE USED WHEN SPECIFICALLY NOTED. INCREASE
LAP SPLICE LENGTHS AS REQUIRED BY THE IBC AND ACI.
POST-INSTALLED ANCHORS
1.EPOXY ANCHORS:
A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED:
FOR CONCRETE:
SIMPSON SET-XP
HILTI HIT-RE 500-V3
HILTI HIT-RE 100
DEWALT PURE 110+
FOR SOLID GROUTED MASONRY:
SIMPSON SET
HILTI HIT HY 200
DEWALT PURE 110+
FOR UNGROUTED MASONRY:
SIMPSON ET
HILTI HY 270
B.ANCHOR RODS SHALL BE ASTM A-307, THREADED AND GALVANIZED, AND THE DIAMETER AS
INDICATED ON PLAN.
C.SCREEN TUBES SHALL BE USED AT UNGROUTED MASONRY UNITS.
D.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT
HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR.
E.INSTALLATION OF ADHESIVE ANCHORS THAT ARE TO BE UNDER SUSTAINED TENSION LOADING IN
HORIZONTAL TO VERTICALLY OVERHEAD ORIENTATION SHALL BE DONE BY A CERTIFIED ADHESIVE
ANCHOR INSTALLER (AAI) AS CERTIFIED THROUGH ACI AND IN ACCORDANCE WITH ACI 318-2014
(Section 17.8.2.2). PROOF OF CURENT CERTIFICATION SHALL BE SUBMITTED TO THE ENGINEER FOR
APPROVAL PRIOR TO COMMENCEMENT OF INSTALLATION.
F.PER ACI 318-2014 (Section 17.1.2) ADHESIVE ANCHORS SHALL BE INSTALLLED IN CONCRETE HAVING A
MINIMUM AGE OF 21 DAYS AT TIME OF ANCHOR INSTALLATION. FOR INSTALLATIONS SOONER THAN 21
DAYS CONSULT ADHESIVE MANUFACTURER.
G.IF TEMPERATURE OF BASE MATERIAL AT TIME OF ADHESIVE INSTALLATION IS AT 45 DEGREES
(FAHRENHEIT) OR LESS, AN “ACRYLIC” (COLD WEATHER) ADHESIVE IS REQUIRED –ie DEWALT AC200+,
HILTI HY200, SIMPSON AT-XP.
2.MECHANICAL ANCHORS
A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED:
SIMPSON TITEN HD
HILTI KWIK HUS-EZ
DEWALT SCREWBOLT+
B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT
HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR.
3.SUBSTITUTES: CONTRACTOR SHALL SUBMIT A WRITTEN REQUEST FOR APPROVAL TO THE
ARCHITECT AND STRUCTURAL ENGINEER.
FIBER REINFORCED POLYMER (FRP)
1.PRODUCT:
A.MATERIALS FOR THE FRP SYSTEM SHALL BE PROVIDED BY A PRE-QUALIFIED SUPPLIER.
2.DESIGN:
A.THE FRP SYSTEM INSTALLER SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF
THE FRP SYSTEM.
B.ALL FRP SYSTEMS SHALL BE DESIGNED AND STAMPED BY A PROFESSIONAL ENGINEER
CURRENTLY LICENSED IN THE STATE OF IDAHO
C.THE DESIGN OF FRP SYSTEM SHALL BE BASED ON THE LOADS CALLED OUT ON PLAN.
D.CALCULATIONS AND SHOP DRAWINGS SHALL BE SUBMITTED PRIOR TO INSTALLATION OF THE
FRP SYSTEM.
3.INSTALLATION:
A.ALL FRP SYSTEMS SHALL BE INSTALLED BY QUALIFIED INSTALLERS WITH AT LEAST 5 YEARS
EXPERIENCE WITH THIS TYPE OF INSTALLATION.
B.ALL AREAS OF APPLICATION SHALL BE PROPERLY CLEANED AND PREPARED PER THE
MANUFACTURER'S SPECIFICATIONS.
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
b y u i d a h o p r o j e c t # : 12249
SE-001
GENERAL
NOTES
Project Number
July 15, 2022
525 S Center St
Rexburg, ID 83460
BYUI
Manwaring
Print Services
Bid Set
* (LW) CONCRETE SHALL HAVE A MIN. SPLITTING TENSILE STRENGTH OF 450 PSI.
SLAB ON METAL DECK (LW)* 3000 0.50 110 3/4 - 470 F0,S0,P0,C0
SLAB ON METAL DECK (NW) 3000 0.50 145 3/4 - 470 F0,S0,P0,C0
SUSPENDED SLABS AND SLABS ON METAL DECK
SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0
WALLS 4000 0.45 145 3/4 - 564 F0,S0,P0,C0
FOOTINGS 4000 0.45 145 1 - 564 F0,S0,P0,C0
INTERIOR MEMBERS
SLAB ON GRADE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
OTHER SITE CONCRETE 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
WALLS, PIERS, BEAMS 4500 0.45 145 3/4 6±1.5 611 F2,S0,P0,C1
FOOTINGS 4000 0.45 145 1 6±1.5 564 F0,S0,P0,C0
EXTERIOR MEMBERS
TYPE OF MEMBER
MIN.
STRENGTH
@ 28 DAYS
(PSI)
MAX.
W/C
(RATIO)
DRY
WEIGHT
(PCF)
MAX
AGGREGTE
SIZE
(INCHES)
AIR
ENTRAIN-
MENT (%)
MIN.
CEMENT
PER YARD
(LBS)
EXPOSURE
CLASS
CONCRETE MIX DESIGN TABLE
07/15/2022
12361
INDICATES NOTES ARE KEYED ON PLAN.
1.
GENERAL SHEET NOTES
INDICATES NOTES ARE KEYED ON PLAN.
1.
KEYED SHEET NOTES
OFFICE
104
OFFICE
105
OFFICE
106
OFFICE
107
OFFICE
108
OFFICE
109
OFFICE
110
OFFICE
111
STUDENT WORK
AREA
112
CONFERENCE
115
RECEPTION
101
MAIN CORRIDOR
102
104 105 106 107 108 109 110 111
101
115
30
30
32
32
34
34
36
36
38
38
CC
AA
Z
31
31
33
33
35
35
37
37
Y
X X
PORTION OF EXISTING
MASONRY WALL TO BE
REMOVED
E1
SE-111
E2
SE-111
HIGH
4"
SHOTCRETE
WALL
LEGEND
INDICATES CONCRETE FILLED STEEL
COLUMN, FILL WITH 4000psi SELF
CONSOLIDATING CONCRETE.
H SS ?? CF INDICATES CONCRETE SLAB ON GRADE,
SEE PLAN NOTES.
INDICATES CHANGE IN SLAB ELEVATION
AND DEPTH FROM F.S.E.
INDICATES CONCRETE WALL, SEE
SCHEDULE.
INDICATES RECESSED SLAB, SEE ARCH.
CW-??
INDICATES MASONRY WALL, SEE
SCHEDULE.
MW-??
INDICATES MASONRY BEAM, SEE
SCHEDULE.
MB-??
INDICATES CONCRETE PIER (CP), SEE
SCHEDULES
CP-?
INDICATES STEEL HSS (HSS) OR STEEL
WIDE FLANGE (W). COLUMN AND BASE
PLATE, SEE SCHEDULES
BP -?BP -?H SS??W ?X??INDICATES DIFFERENT SLAB THICKNESS
INDICATES RECESS IN CONCRETE
FOUNDATION WALL
CW-??
INDICATES NON-BEARING MASONRY
WALL.
MW-??
SS INDICATES STEP IN WALL
F-????'-??"INDICATES CONCRETE FOOTING TYPE
AND TOP OF FOOTING ELEVATION.
INDICATES CONCRETE FOOTING &
FOUNDATION WALL, SEE SCHEDULES
FOR SIZE AND REINFORCING.
INDICATES ISOLATION JOINT IN SLAB ON
GRADE. SEE DETAIL
?"
INDICATESMASONRY PIER (MP) OR
COLUMN (MC), SEE SCHEDULES
M ?-?#3 DOWEL AT 48" O.C.
HORIZ. TOP AND BOTTOM
AND 48" O.C. BETWEEN.
DRILL AND EPOXY 4" INTO
MASONRY BOND BEAM
NEW 4" SHOTCRETE WALL
WITH #5 AT 9" O.C. EACH WAY.
SAND BLAST WALL PRIOT TO
PLACING SHOTCRETE
EXISTING
MASONRY WALL
EXISTING WALL, 4"
BLOCK TO REMAIN
EXISTING CONCRETE
SLAB ON GRADE
EXISTING CONCRETE
SLAB SYSTEM
EXISTING
MASONRY WALL
#3 DOWEL AT 48" O.C.
HORIZ. TOP AND BOTTOM
AND 48" O.C. BETWEEN.
DRILL AND EPOXY 4" INTO
MASONRY BOND BEAM
NEW 4" SHOTCRETE WALL
WITH #5 AT 9" O.C. EACH WAY.
SAND BLAST WALL PRIOT TO
PLACING SHOTCRETE
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
b y u i d a h o p r o j e c t # : 12249
SE-111
FRAMING
PLAN
Project Number
July 15, 2022
525 S Center St
Rexburg, ID 83460
BYUI
Manwaring
Print Services
Bid Set
1/4" = 1'-0"SE-111
1 WALL DEMOLITION PLAN
NO SCALESE-111
E1 SHOTCRETE WALL AT EXISTING MASONRY WALL
NO SCALESE-111
E2 SHOTCRETE WALL AT CONCRETE SLAB SYSTEM
07/15/2022
12361
ar^i=ar`q=s^of^_ib=slirjb=Eas^sF=pbib`qflk=`e^oq
MINIMUM
SYMBOL TITUS CFM TITUS OPERATING REMARKS
SIZE RANGE MODEL STATIC IN. W.C.
DVAV_ 6 0-349 DESV 1.0
DVAV_ 8 350-599 DESV 1.0
DVAV_ 9 600-749 DESV 1.0
DVAV_ 10 750-999 DESV 1.0
DVAV_ 12 1000-1349 DESV 1.0
DVAV_ 14 1350-1899 DESV 1.0
DVAV_ 16 1900-2399 DESV 1.0
DVAV_ 24x16 2400-4800 DESV 1.0
ar^i=ar`q=s^of^_ib=slirjb=Eas^sF
BALANCE MAX. MINIMUM COLD HOT COLD MIN. HOT MIN.
SYMBOL AIRFLOW AIRFLOW AIRFLOW TITUS TITUS INLET INLET REMARKS
CLG. CFM HTG. CFM CFM SIZE SIZE SIZE IN. SIZE IN.
(E)DVAV-101 260 100 80 6 6 6 6
RENAME EXISTING DVAV-184 TO DVAV-101 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-103 440 220 220 8 8 8 8
RENAME EXISTING DVAV-191 TO DVAV-103 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-104 130 100 60 6 6 6 6
RENAME EXISTING DVAV-192B TO DVAV-104 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-105 130 100 60 6 6 6 6
RENAME EXISTING DVAV-192A TO DVAV-105 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-106 130 100 60 6 6 6 6
RENAME EXISTING DVAV-193 TO DVAV-106 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-107 130 100 60 6 6 6 6
RENAME EXISTING DVAV-194 TO DVAV-107 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-108 130 100 60 6 6 6 6
RENAME EXISTING DVAV-195 TO DVAV-108 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-109 130 100 60 6 6 6 6
RENAME EXISTING DVAV-196 TO DVAV-109 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-110 130 100 60 6 6 6 6
RENAME EXISTING DVAV-197 TO DVAV-110 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
(E)DVAV-111 360 105 105 8 6 8 6
RENAME EXISTING DVAV-198 TO DVAV-111 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
DVAV-112 770 235 235 10 6 10 6
DVAV-115 215 110 110 6 6 6 6
(E)DVAV-174 680 135 135 9 8 9 8
RENAME EXISTING DVAV-174B TO DVAV-174 AS SHOWN.
REBALANCE DVAV BOX AS SCHEDULED.
DVAV-175 340 100 65 6 6 6 6
DVAV-175A 150 100 60 6 6 6 6
DVAV-175B 130 100 60 6 6 6 6
DVAV-175C 130 100 60 6 6 6 6
dofiib=^ka=afccrpbo=p`ebarib
pvj_li=ibdbka
t^ii=erkd=erjfafcfbo
(E)
CHWS
CHWR
HWR
HWS
FSRD
FD
D
T
S
S.F.D.
A.D.
H.D.
RISE
24"x12"
24"x18"
HOT WATER SUPPLY
COLD WATER
CHILLED WATER RETURN
CHILLED WATER SUPPLY
HOT WATER RETURN
SOIL OR WASTE
DOMESTIC HOT WATER
EXISTING
DOMESTIC HOT WATER RECIRCULATING
VENT
CONCENTRIC REDUCER
THERMOMETER
GAUGE WITH GAUGE COCK
GAUGE COCK
ECCENTRIC REDUCER
THERMOMETER OR GAUGE WELL
SAFETY OR RELIEF VALVE
SOLENOID VALVE
GLOBE VALVE
PIPE GUIDE
PIPE ANCHOR
BLIND FLANGE
PRESSURE/TEMPERATURE TEST PLUG (PETE'S PLUG)
FLOW CONTROLLER OR BALANCE VALVE
FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN
PRESSURE REDUCING VALVE - (PRV)
STEAM TRAP
DIRT LEG
DRAIN
STRAINER
CHECK VALVE
BUTTERFLY VALVE
PLUG VALVE
CAP
DESCRIPTIONSYMBOL
EXHAUST GRILLE
OPPOSED BLADE DAMPER
PARALLEL BLADE DAMPER
BRANCH DUCT TAKE-OFF
SPIN-IN FITTING
THERMOSTAT
TEMPERATURE SENSOR
DROP IN PIPE
VALVE IN RISE
BALL VALVE
GATE VALVE
2 WAY CONTROL VALVE
3 WAY CONTROL VALVE
CONTROL VALVE (PLAN VIEW)
RISE IN PIPE
UNION
NEW CONNECTION
FLAT OVAL (CROSS SECTION)
ROUND DUCT (CROSS SECTION)
SUPPLY DUCT (CROSS SECTION)
HAND DAMPER
SUPPLY AIR DIRECTION
TURNING VANES IN DUCT
ACCESS DOOR FOR FIRE DAMPER
ACCOUSTICAL LINING IN DUCT
DROP OR RISE IN SUPPLY DUCT
SUPPLY DIFFUSER
COMBINATION SMOKE/FIRE DAMPER
RISE OR DROP IN ROUND OVAL DUCT
INSIDE CLEAR DIMENSION IN INCHES
DUCT SIZE, INSIDE CLEAR DIMENSION IN INCHES
RETURN AIR OR EXHAUST DUCT (CROSS SECTION)
RETURN AIR OR EXHAUST DIRECTION
RETURN AIR GRILLE
DUCT RISE
DESCRIPTIONSYMBOL
SEE SPECIFICATION SECTION 238414
H-1
SYMBOL
PROVIDE WITH BLOWER PACK AND REMOTE HUMIDISTAT
PHASEHERTZVOLTSLB/HR
20 460 60 3
ELECTRICAL CHARACTERISTICSCAPACITY
REMARKS
15
WATER
RO
TYPE CONDAIR MODEL
RS SPACE 020
MCA
8.2
MOCP
AMPS
SYMBOL FACE PANEL
SIZE TYPE KRUEGER
MODEL
S-1 24"x24" CEILING DIFFUSER - LAY-IN 1400
R-1 24"x12" PERFORATED - LAY-IN CEILING 6490
R-2 24"x24" PERFORATED - LAY-IN CEILING 6490
E-1 VARIES PERFORATED - LAY-IN CEILING 6490 -
-
-
-
REMARKS
SEE SPECIFICATION SECTION 233713
-
R-3 VARIES SIDEWALL AFCS85
S-2 14"x14" CEILING DIFFUSER - EXPOSED SH
SEE SPECIFICATION SECTION 233616
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
M-001
MECHANICAL
SCHEDULES
AND
SYMBOL
LEGEND
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
12361
dbkbo^i=klqbp
A.FIELD VERIFY EXACT LOCATIONS OF EXISTING
PIPING, DUCTWORK, EQUIPMENT, ETC.
DEMOLITION FLOOR PLANS HAVE BEEN CREATED
USING AVAILABLE RECORD DRAWINGS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING EXACT ROUTING OF ALL PIPING,
DUCTWORK, ETC. DURING CONSTRUCTION.
DEMOLITION OF EXISTING MECHANICAL AND
PLUMBING CONSTRUCTION SHALL BE TO THE
EXTENT REQUIRED TO ACCOMMODATE THE
RENOVATION AND THE ADDITION OF NEW WORK.
REFERENCE ARCHITECTURAL DEMOLITION
DRAWINGS TO COORDINATE AND VERIFY THE
EXTENT OF THE DEMOLITION WORK REQUIRED.
ALL PIPING, DUCTWORK, ETC. TO REMAIN SHALL BE
PROTECTED THROUGHOUT THE CONSTRUCTION
PERIOD.
PROVIDE AND INSTALL CAPS ON EXISTING MAIN
DUCTWORK AND / OR PIPING BRANCH BEING
REMOVED. REFERENCE ARCHITECTURAL FOR
PATCHWORK.
INDICATED DEMOLITION OF PIPING AND DUCTWORK
INCLUDES, BUT IS NOT LIMITED TO, THE REMOVAL
OF DUCTWORK, PIPING, FITTINGS, VALVES,
HANGERS, SUPPORTS, INSULATION, ETC. UNLESS
NOTED OTHERWISE.
INDICATED DEMOLITION OF MECHANICAL
EQUIPMENT INCLUDES, BUT IS NOT LIMITED TO,
THE REMOVAL OF EQUIPMENT, PIPING, VALVES,
INSULATION, SEISMIC BRACING, CONTROLS,
ELECTRICAL, ETC. UNLESS NOTED OTHERWISE.
FIELD VERIFY EXACT LOCATIONS OF
THERMOSTATS, SENSOR AND CONTROLLING
UNITS.
CONTRACTOR SHALL BE RESPONSIBLE FOR
PATCHING AND REPAIRING ANY DAMAGE CAUSED
BY HIS / HER PERSONNEL TO EXISTING THAT IS TO
REMAIN OR TO NEWLY INSTALLED BUILDING
COMPONENTS.
PATCH AND SEAL ALL ABANDONED OPENINGS
THROUGH WALLS AND FLOORS. MATCH EXISTING
SURROUNDING FINISH.
CONTRACTOR SHALL REPLACE ANY INSULATION
THAT IS DAMAGED DURING CONSTRUCTION ON
PIPE OR DUCTWORK THAT IS TO REMAIN.
PRIOR TO DEMOLITION OF ANY EQUIPMENT WORK
WITH ELECTRICAL CONTRACTOR AND CONTROLS
CONTRACTOR TO MAKE CERTAIN POWER AND
CONTROLS ARE PROPERLY DISCONNECTED AND
TERMINATED.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
5
6
3
4
2
1
5
5
44
4
4
44
4
4
4
3
4
33
1
1
1 11
1
1
1
1
4
1
1
1
2
2 2
2
22
2
2222
2
2
2
22
2 2
22
2 2
2 2 4
1
7
2
6
3
3
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
MD101
LEVEL 01
MECHANICAL
DEMOLITION
PLAN
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
0510 10 20
ao^tfkd=klqbp
NOTE
# DESCRIPTION
1 REMOVE EXISTING RETURN AIR GRILLE AND SOUND
BOOT COMPLETE.
2 REMOVE EXISTING SUPPLY AIR DIFFUSER AND
ASSOCIATED DUCTWORK AS SHOWN.
3 REMOVE EXISTING RETURN AIR TRANSFER SOUND
BOOT.
4 REMOVE EXISTING TEMPERATURE SENSOR AND
ALL ASSOCIATED CONTROL WIRING COMPLETE.
5 PATCH AND SEAL DUCTWORK AT MAIN.
6 REMOVE EXISTING DVAV BOX AND ALL
ASSOCIATED DUCTWORK, CONTROLS, ETC.
COMPLETE AS SHOWN.
7 REMOVE EXISTING SIDEWALL RETURN AIR GRILLE
AND ANY ASSOCIATED DUCTWORK AS SHOWN.
SCALE:MD101 1/8" = 1'-0"
ibsbi=MN=jb`e^kf`^i=abjlifqflk=mi^k1
12361
dbkbo^i=klqbp
A.
B.
C.
REPLACE EXISTING FLEX DUCT WHERE DIFFUSERS
ARE BEING REPLACED AND DUCT RUNOUTS REMAIN.
FIELD COORDINATE ALL TEMPERATURE SENSOR
LOCATIONS. DO NOT INSTALL TEMPERATURE
SENSORS BEHIND DOORS. ALL TEMPERATURE
SENSORS IN REMODELED ROOMS SHALL BE
REPLACED WITH NEW. RECONNECT NEW SENSOR
TO EXISTING DVAV BOX AS REQUIRED AND PLACE
IN FULL OPERATION.
FIELD VERIFY ALL DVAV BOX LOCATIONS. ADJUST
BOX LOCATION AS REQUIRED TO ACCOMMODATE
THE NEW FLOOR PLAN. VERIFY THAT ALL BOXES ARE
ACCESSIBLE. MODIFY DUCTWORK AS REQUIRED.
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
1
2
3
4
5
7
10
11
9
9
913
33
3
3
1
8
33
1
6
13
3
6
12
13
14
15
17
18 19
16
16
12
16
1212
1616
12
12
161213
12
12
197K
Storage
197M
Director
112
STUDENT WORK AREA
111
OFFICE
110
OFFICE
109
OFFICE
108
OFFICE
107
OFFICE
115
CONFERENCE
101
RECEPTION
106
OFFICE
105
OFFICE104
OFFICE
103
OFFICE
175A
OFFICE
175B
OFFICE
175C
OFFICE
175
OPEN OFFICE
174
LARGE FORMAT PRINTING
15
20
21
2222
22
22
16
16
23
23
23
23
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
MH101
LEVEL 01
MECHANICAL
REMODEL
PLAN
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
0510 10 20
ao^tfkd=klqbp
NOTE
#
DIFFUSER
CALLOUT DESCRIPTION
1 R-1 22"x10" NECK RETURN AIR GRILLE WITH
SOUND BOOT.
2 R-2 22"x22" NECK RETURN AIR GRILLE WITH
SOUND BOOT.
3 S-1 130 CFM, 8"Ø NECK SUPPLY AIR
DIFFUSER.
4 S-1 210 CFM, 10"Ø NECK SUPPLY AIR
DIFFUSER.
5 S-1 150 CFM, 8"Ø NECK SUPPLY AIR
DIFFUSER.
6 S-1 170 CFM, 8"Ø NECK SUPPLY AIR
DIFFUSER.
7 S-1 260 CFM, 10"Ø NECK SUPPLY AIR
DIFFUSER.
8 S-1 215 CFM, 10"Ø NECK SUPPLY AIR
DIFFUSER.
9 S-1 190 CFM, 8"Ø NECK SUPPLY AIR
DIFFUSER.
10 E-1 100 CFM, 10"x10" NECK EXHAUST AIR
GRILLE.
11 E-1 200 CFM, 10"x10" NECK EXHAUST AIR
GRILLE.
12 R-1 22"x10" NECK RETURN AIR GRILLE WITH
SOUND BOOT. EXTEND SOUND BOOT
THRU WALL ABOVE CEILING.
13 S-1 230 CFM, 10"Ø NECK SUPPLY AIR
DIFFUSER.
14 36"x24" RETURN AIR OPENING IN WALL
ABOVE CEILING.
15 60"x24 RETURN AIR OPENING IN WALL
ABOVE CEILING.
16 12"x18"+1"AL RETURN AIR OPENING IN
WALL ABOVE CEILING WITH SOUND
BOOT.
17 32"x16"+1"AL RETURN AIR OPENING IN
WALL ABOVE CEILING WITH SOUND
BOOT.
18 RO UNIT, REFERENCE PLUMBING
DRAWINGS.
19 WALL MOUNT HUMIDIFIER PER
MANUFACTURER'S
RECOMMENDATIONS. FIELD
COORDINATE EXACT LOCATION.
20 REMOTE MOUNTED HUMIDISTAT
FURNISHED WITH HUMIDIFIER H-1.
INSTALL PER MANUFACTURER'S
RECOMMENDATIONS.
21 R-3 18"x12" NECK SIDEWALL RETURN AIR
GRILLE WITH SOUND BOOT.
22 S-2 170 CFM, 8"Ø NECK SUPPLY AIR
DIFFUSER.
23 NEW DUCTWORK TO BE INSTALLED
ABOVE EXISITNG LAY-IN CEILING.
PORTIONS OF THE EXISTING CEILING TO
BE REMOVED, PROTECTED, AND
STORED FOR RE-INSTALLATION ONCE
THE NEW DUCTWORK IS INSTALLED.
SCALE:MH101 1/8" = 1'-0"
ibsbi=MN=jb`e^kf`^i=objlabi=mi^k1
12361
BAR SLIP
H
TRANSVERSE REINFORCING SIZE IS DETERMINED BY DIMENSION OF SIDE TO WHICH ANGLE IS APPLIED.*
43-54
55-60
61-84
22
20
20
1-1/2 x 1-1/2 x 1/8 @60in. 1-1/2
1-1/2
1-1/2
-
-
-
-
-
-
-
22
-
31-42
19-30
13-18
24
22
24
UP THRU 12 24
(ALLSIDE,
(INCHES)SIDES)
FOUR
OF
DIMENSION
LONGEST
SHEET
METAL
GAGE
MENDED
RECOM-
NONE REQUIRED
1 x 1 x 1/8 @60in.
1 x 1 x 1/8 @60in.
1
1
1
NONE REQUIRED 1
24
24
-
-
-
24
22
24
24
RECOM-
MENDED
26
GAGEGAGE
26
MENDED
RECOM-
24
GAGE
SPACING
BETWEEN
REINFORCING
INTERMEDIATE
JOINTS &/OR
TRANSVERSE
MIN
H, IN.
& MAXIMUM
ANGLE SIZE
REINFORCING
LONGITUDINAL
MINIMUM
HEMMED
S SLIPS SLIP
PLAIN ALT.
SLIP
DRIVE
22
22
22
22
22
22
NOT REQUIRED
NOT REQUIRED
22
22
22
POCKET LOCK
MENDED
RECOM-
POCKET LOCK
ANGLE REINFORCED
GAGE
ANGLE
NOT REQUIRED
SIZE
REINFORCED
22
24
24
22
24
24
RECOM-
MENDED
GAGE
MENDED
RECOM-
24
GAGE
24
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
22
24
24
REINFORCED
ANGLE
NOT REQUIRED
SIZE
24
REIN-
FORCED
BAR SLIP ANGLE SLIP
H
H
BAR SLIP
ANGLE
STD. SEAM
REINFORCED
STD. SEAM
REINFORCED
ANGLE
SIZE
H
AT JOINTS
TRANSVERSE REINFORCING*
H H
1-1/2 x 1-1/2 x 1/8
1-1/2 x 1-1/2 x 1/8
1-1/2 x 1-1/2 x 1/8
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
1-1/2 x 1-1/2 x 1/8
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
NOT REQUIRED
1-1/2 x 1-1/2 x 1/8
1-1/2 x 1-1/2 x 1/8 @60in.
1-1/2 x 1-1/2 x 1/8 @60in.
45 DEG. ELBOW
SINGLE BLADE
TURNING VANES
ELBOWS NOT ALLOWED.
ALL DUCTS (SUPPLY, RETURN
VANES IN SQUARE ELBOW.
INSIDE SQUARE, OUTSIDE RADIUS
AND EXHAUST) TO HAVE TURNING
SQUARE ELBOW
2.
1.
NOTES:RADIUS ELBOW
W
BOTH SIDES
TURNING VANES
15° MAX.
ONE SIDE
1/2 W
30° MAX.
CL
45° LATERAL TEE
CONICAL 90° TEE
Y-BRANCH 90°
BRANCH TAKE-OFF
DIMENSIONS
FABRICATED ELBOW
D
R
ADD ONE PIECE FOR
EACH ADDITIONAL 18°
R = 1.5D
D = DUCT SIZE
0-35° ---- 2 PIECE
72-90° ----5 PIECE
36-71° ----3 PIECE
L
D
MITERED 90° ELBOW
REDUCER
OFFSET
1A MAX.
2"
1-1/4"
A
2A
TURNING
VANES
A
1-1/4"
D
45°
D = DUCT SIZE
DIMENSIONS
L = D/2+1"
D
2"
DUCT SIDE. PROVIDE 1" TRAILING
TO START AND STOP PARALLEL WITH
ANGLE OF DIRECTION CHANGE. VANES
EXHAUST) TO HAVE TURNING VANES
ALL DUCTS (SUPPLY, RETURN AND
WITH SQUARE TYPE ELBOWS AT ANY
EDGE.
NOTE:
1"
kl=mlm=ofsbqp=^iiltba
TO BE TIGHT AGAINST DUCT.
HEAD SHEET METAL SCREWS. STRAPS
SELF TAPPING CADMIUM PLATED HEX
HANGER STRAPS e^kdbo=pfwbp=clo=ob`q^kdri^o
ar`q=mbo=pj^`k^=es^`=ar`q
`lkpqor`qflk=pq^ka^oap
kl=mlm=ofsbqp=^iiltba
HANGER STRAPS
`lkpqor`qflk=pq^ka^oap
ar`q=mbo=pj^`k^=es^`=ar`q
e^kdbo=pfwbp=clo=olrka
SELF TAPPING HEX HEAD SHEET
METAL SCREWS. STRAPS TO BE
TIGHT AGAINST DUCT
ANGLE IRON
ROUND/OVAL DUCT
ANGLE IRON
HANGER STRAPS
e^kdbo=pfwbp=clo=olrka=L=ls^i
ar`q=mbo=pj^`k^=es^`=ar`q
`lkpqor`qflk=pq^ka^oap
(MIRACLE PF96)
1 2 " C .C . M A X .
METAL FASTENERS:
OR GRIP NAILS. GRIP NAILS SHALL BE
INSTALLED BY "GRIP NAIL AIR HAMMER" OR
BY "AUTOMATIC FASTENER EQUIPMENT".
OMARK INSUL-PINS, DURA DYNE FASTENERS
NOT MORE THAN 2"
FROM EDGE OF LINER
2 "
(T Y P.)
THE SIDES
OF LINER SHALL OVERLAP
TOP AND BOTTOM SECTION
WITH 100% ADHESIVE
BE ADHERED TO DUCT
DUCT LINER. LINER TO
GALVANIZED IRON DUCT
DUCT LINER
ALL ENDS OF LINER TO BE COATED WITH
ADHESIVE (MIRACLE PF96). ENDS OF LINER
SHALL BE BUTTED FIRMLY TOGETHER
HOT DUCT
TRANSITION FROM DISCHARGE END
AS REQUIRED TO SIZE INDICATED
ON PLANS.
SEE PLANS FOR SIZING.
ACOUSTICALLY LINED DUCT,
CONTROLS (TYPICAL)
REQUIRED
OF VAV BOX AS
TRANSITION TO INLET
SIZING AND LOCATION.
VAV BOX, SEE PLANS FOR
CONICAL TEE FITTING (TYPICAL)
COLD DUCT
12" LONG MIN.
FULL SIZE TRANSITION PLENUM
H.D.
SEE PLANS FOR SIZING.
BRANCH DUCT TO DIFFUSERS,
5'-0" MIN.
SHEET METAL DUCT
DUCT SECTION
LOCKING QUADRANT
STRAP 1/2" ROD
45° DUCT CONNECTION
BLADE WITH V-GROOVE
BLADE SECTION
1/2" ROD
BRANCH DUCT OR RUNOUT
TO DIFFUSER, SEE PLANS
FOR SIZING
RECTANGULAR DUCT, SEE
PLANS FOR SIZING
LOCKING QUADRANT
(ONE PER BLADE)
STRAP, RIVET TO BLADE
(TACK WELD ROD
SECURELY TO BLADE)
22 GA. BLADE 1/2"
SPRING LOADED END
TACK WELD OR RIVET
TO BLADE (BLADE MUST
CLEAR LINER OR DUCT
APPROX. 1/4" ON ALL SIDES)
BLADE MULTIPLES
DUCT DEPTH
UP TO 12" - 1 BLADE
UP TO 20" - 2 BLADES
UP TO 30 " - 3 BLADES
FOR SIZING
ROUND DUCT, SEE PLANS
MADE DUCT. MAX. LENGTH 6'-0".
FASTEN WITH MASTIC AND BINDING
HIGH PRESSURE RATED FACTORY
SUPPLY AIR DIFFUSER, SEE
PLANS FOR SIZING
CEILING
STRAP. SEE DETAIL THIS SHEET
BINDING STRAP
BINDING STRAP
5/8" SCREW TIGHTENING
MASTIC
METAL DUCT
ROUND SHEET 2"
METAL SCREW (TYP. 3) THROUGH
FACTORY DUCT INTO ROUND
FACTORY DUCT IN PLACE
SHEET METAL DUCT TO HOLD
HIGH PRESSURE RATED SHEET
FACTORY MADE DUCT WITH WOVEN
FIBERGLASS FABRIC IMPREGNATED
WITH VINYL OR NEOPRENE CLAMPED
IN A CONTINUAL HELIX OF ALUMINUM
OR COLD ROLLED STEEL, 3'-0" MAX.
LENGTH FLEXMASTER TYPE 4 OR
THERMAFLEX M-KC
NOTE:
EQUAL CROSS SECTION AREA OF
AREA OF AxC SHALL BE EQUAL
MINIMUM AREA OF AxB SHALL
TO 1.5xAREA OF AxB.
BRANCH DUCT.
C
HAND DAMPER WITH
LOCKING QUADRANT
A
PLANS FOR SIZING
RECTANGULAR DUCT, SEE
ROUND DUCT RUNOUT
TO DIFFUSER, SEE
PLANS FOR SIZING
B
45°
RETURN
SHEET METAL SCREWS
1" WIDE
22 GA. SHEET
UNDER 2" AND
FASTEN WITH
SHEET METAL
TURN HANGER
METAL SKIN
ACOUSTICAL
1" INTERIOR
DENSITY
LINING, 1 PCF
SCREW.W
(1 2 " M I N .)
W
1/2 W (MIN. 8"+AL)
GRILLELENGTH
1/2 W
HANGING
STRAP
AIR GRILLE
ACOUSTICAL
NO LINE OF SIGHT THROUGH
CONSTRUCTED SO THERE IS
SOUND BOOT TO BE
THE SOUND BOOT.
NOTE:
1" INTERIOR
LINING, 1 lb.
DENSITY
W W+2"W
L
WALL
W
W
W+2"
LINE OF SIGHT
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
MH501
MECHANICAL
DETAILS
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
SCALE: NONEMH501
ar`q=`lkpqor`qflk=abq^fi1
SCALE: NONEMH501
ob`q^kdri^o=ar`q=cfqqfkdp=abq^fi2
SCALE: NONEMH501
jbafrj=sbil`fqv=ar`q=cfqqfkdp=abq^fi3
SCALE: NONEMH501
ar`q=pqo^m=e^kdbo=abq^fi4
SCALE: NONEMH501
olrka=ar`q=e^kdbo=abq^fi5
SCALE: NONEMH501
ls^i=ar`q=e^kdbo=abq^fi6
SCALE: NONEMH501
ar`q=ifkbo=abq^fi7
SCALE: NONEMH501
ar^i=ar`q=s^s=abq^fi8
SCALE: NONEMH501
_o^k`e=ar`q=^ka=a^jmbo=abq^fi9
SCALE: NONEMH501
ar`q=`lkkb`qflk=ql=afccrpbo=abq^fi10
SCALE: NONEMH501
c^`qlov=j^ab=ar`q=abq^fi11
SCALE: NONEMH501
ar`q=`lkkb`qflk=abq^fi12
SCALE: NONEMH501
plrka=_llq=abq^fi13
SCALE: NONEMH501
qo^kpcboLobqrok=^fo=plrka=_llq=abq^fi14
12361
GENERAL NOTES FOR MECHANICAL CONTROLS
PRESSURE SWITCHES, ELECTRIC OPERATED VALVES, ETC. ARE THE RESPONSIBILITY OF DIVISION 23.
ATC PANELS, SENSORS, ETC, AS INDICATED ON THE PLANS ALL IN ACCORDANCE WITH DIVISION 26.
ANY QUESTION OF RESPONSIBILITY SHALL BE CLARIFIED BY THE GENERAL CONTRACTOR
THE CONTROLS CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR CONTROL SYSTEMS CIRCUITS.
THE CONTROLS CONTRACTOR SHALL ROUTE ALL CONDUIT FOR MECHANICAL CONTROLS, PULL WIRING REQUIRED
FOR MECHANICAL CONTROLS THROUGH THE CONDUITS AND MAKE CONNECTIONS TO MECHANICAL EQUIPMENT,
THROUGH THE CONTROL DEVICE AND BACK TO THE JUNCTION BOX.
CONTROLS CONTRACTOR SHALL INTERRUPT THE CIRCUIT IN THE MECHANICAL EQUIPMENT JUNCTION BOX, WIRE
THE ELECTRICIAN SHALL RUN AND CONNECT ALL WIRING AND DEVICES 120 VOLTS AND ABOVE WHICH POWER
AUXILIARY RELAYS, LOW VOLTAGE TRANSFORMERS, CONTROL PANEL SWITCHES AND DEVICES, THERMOSTATS,
ALL WIRING SHALL TERMINATE AT LABELED TERMINAL STRIPS.10.
9.
8.
CONTROLS CONTRACTOR (DIV 23).
PRODUCTS AND PRACTICES SHALL BE SIMILAR FOR ALL INSTALLATIONS.
RESPONSIBILITY OF DIVISION 26.
BREAKERS AND DISCONNECTS, AUXILIARY CONTACTS, STANDARD PILOT LIGHTS AND MAGNETIC STARTERS ARE THE
GENERAL CONTRACT. OF SPECIFIC CONCERN ARE THE CONTROL SYSTEMS RELATED TO MECHANICAL EQUIPMENT.
RESPONSIBILITY FOR THE CONTROL WORK IS DIVIDED BETWEEN THE PROJECT ELECTRICIAN (DIV. 26) AND A SPECIALTY
ALL ELECTRICAL INSTALLATION, BE IT POWER DISTRIBUTION OR SPECIAL SYSTEMS, IS INCLUDED IN THE SCOPE OF THE
THE ELECTRICIAN SHALL PROVIDE ALL POWER TO AND THROUGHOUT THE BUILDING, TO INCLUDE MOTOR CONTROL
ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH DIVISION 26 AND TO THE FULLEST EXTENT POSSIBLE,
CENTERS, BREAKER PANELS AND ALL OTHER SYSTEMS DESIGNATED TO THE ELECTRICIANS.
MOTORS AND OTHER MECHANICAL DEVICES. WHERE CONTROL DEVICES ARE LOCATED IN POWER CIRCUIT, THE
7.
6.
5.
4.
3.
2.
1.
120/60/1 POWER
TRUNK
COMMUNICATION
DDC CONTROLLER
CT
H
R
FIRE ALARM CONTACT
TRANSFORMER,
QUANTITY AS
REQUIRED
BY DIV. 26
N
SSS
DDC CONTROLLER
SENSOR
VELOCITY
TEMP/
IN LVTP
TRANSFORMERS
WIRING TO
VELOCITY
SENSOR
TEMP/
VS
DAMPER MOTOR
MAIN COMMUNICATION TRUNK
DAMPER MOTOR
CT
DUAL COMMUNICATION
FOR LOCATION
DUAL THERMISTOR WALL
SENSOR, SEE DRAWINGS
WALL SENSOR
(TYPICAL)D OR SMART IID
VS
HOT DUCT
COLD DUCT
AI
AI AI AO
AO
FLOOR
UP WITH LIGHT SWITCH
SENSOR SHALL LINE
CONCRETE BLOCK OR STUD WALL
STUD SPACE FIELD COORDINATE WITH
CONCRETE WALL OR CONCEALED WITHIN
CONTROL CONDUIT EMBEDDED WITHIN
ELBOW
RADIUS ELBOW
NOMINAL 2"x4"x2-1/2" DEEP
ROOM SENSOR OR SWITCH
48"
„
J-BOX
NOTE:
WALL CONSTRUCTION
90° SHORT
2 POSITION OR
DAMPER MOTOR DM
CONTROL SIGNAL
FROM DDC PANELMODULATING AS SHOWN
(E) ETHERNET
CONNECTION
(TYPICAL)
24V POWER
FROM LOCAL LVTP
BY DIV. 23, TYP.
24V POWER
FROM LOCAL LVTP
BY DIV. 23, TYP.
LON BUS, TYP.
LVTP
120V POWER
BY DIV. 26QUANTITY AS
INDICATED ON PLANSLVTP
120V POWER
BY DIV. 26QUANTITY AS
INDICATED ON PLANS
120V POWER
BY DIV. 26
24V POWER
FROM LOCAL LVTP
BY DIV. 23, TYP.
EXISTING NAE PANEL
MAKE MODIFICATIONS TO EXISTING PANEL
AS NEEDED IN ORDER TO ACCOMMODATE
THE CONTROL AND MONITORING OF NEW
TERMINAL UNITS.
24V POWER TO TERMINAL
UNIT DDC CONTROLLERS
QUANTITY AS REQ'D BY DIV. 23
24V POWER TO TERMINAL
UNIT DDC CONTROLLERS
QUANTITY AS REQ'D BY DIV. 23
DVAV CONTROLLERS
(QUANTITY AS REQ'D. SEE DRAWINGS TYP.)
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
MI601
MECHANICAL
CONTROL
DIAGRAMS
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
SCALE: NONEMI601
ilt=sliq^db=qo^kpclojbo=m^kbi=EisqmF1
SCALE: NONEMI601
ar^i=ar`q=eb^qfkd=^ka=`llifkd=`lkqoli=af^do^j2
SCALE: NONEMI601
pbkplo=jlrkqfkd=af^do^j3
SCALE: NONEMI601
qvmf`^i=a^jmbo=jlqlo=af^do^j4
SCALE: NONEMI601
obsfpba=lkbJifkb=af^do^j5
12361
dbkbo^i=klqbp
A.
B.
THIS DRAWING IS FOR REFERENCE ONLY FOR THE
PURPOSES OF THE CONTRACTOR'S BIDDING OF THE
DESIGN, (INCLUDING PREPARATION OF DETAILED FIRE
SPRINKLER PLANS AND DOCUMENTS), AND THE
FURNISHING, INSTALLING AND MAKING OPERATIONAL, A
COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM FOR ALL
REMODEL AREAS OF THE BUILDING. REFERENCE
SPECIFICATION 211313 FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
THE AUTOMATIC FIRE SPRINKLER DESIGN, PLANS AND
DOCUMENTS AS PREPARED BY THE CONTRACTOR, ARE
TO BE SUBMITTED BY THE CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION UNDER A SEPARATE
PLAN SUBMITTAL AND PERMIT FOR THE AUTHORITY
HAVING JURISDICTION'S REVIEW, APPROVAL AND
PERMITTING.
cfob=pmofkhibo=ibdbka
SYMBOL DESCRIPTION
NEW FIRE SPRINKLER HEAD - CONCEALED TYPE SPRINKLER HEAD
NEW FIRE SPRINKLER HEAD - UPRIGHT TYPE SPRINKLER HEAD
EXISTING FIRE SPRINKLER HEAD
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
1
2
3
3
33
3
3
333
3
2 2
2
2
3
33
33333333
2222222
222
22
2222
2
2
22
1
33
3
2
22
2
2
33333
3333
3
22
2 2
1
2 2
22
2 2
3
3
3
1
3
3
33
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
FD101
LEVEL 01
FIRE
PROTECTION
DEMOLITION
PLAN
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
0510 10 20
ao^tfkd=klqbp
NOTE
# DESCRIPTION
1 REMOVE EXISTING FIRE SPRINKLER PIPING IN
REMODEL SPACE AS REQUIRED TO
ACCOMMODATE THE REMODEL WORK OF ALL
TRADES. MAINTAIN EXISTING PIPING WHERE
FEASIBLE.
2 REMOVE EXISTING FIRE SPRINKER HEAD AND
ASSOCIATED BRANCH PIPING AS REQUIRED
PREPARATORY FOR NEW IN NEW LOCATION.
3 NO FIRE SPRINKER WORK IN THIS AREA. PROTECT
DURING CONSTRUCTION.
SCALE:FD101 1/8" = 1'-0"
ibsbi=MN=cfob=molqb`qflk=abjlifqflk=mi^k1
12361
cfob=molqb`qflk=klqbp
9.
6.
5.
4.
3.
2.
1.
8.
7.
ALL HANGERS, SUPPORTS, AND SEISMIC BRACING AS PER
SPECIFICATIONS AND DRAWINGS. UNLESS NOTED OTHERWISE,
INSTALLATION MUST AT LEAST MEET NFPA 13 STANDARD.
SIZE OF PIPE TO ONE SPRINKLER HEAD TO BE 1" UNLESS
NOTED OTHERWISE.
PROVIDE SWAY BRACING IN ACCORDANCE WITH NFPA 13 ON
ALL SYSTEM MAINS.
SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT
LOCATION OF OF SPRINKLER HEADS WHERE NOTED.
SEAL ALL PENETRATIONS THRU FIRE WALLS AND FLOOR WITH
FIRE PROOF SEALANT AS PER SPECIFICATIONS.
COORDINATE FINISH OF SPRINKLER HEAD COVERS WITH
ARCHITECT.REQUIRED FINISH MAY VARY FROM MANUFACTURERS
STANDARD FINISHES.
SPACE OCCUPANCY IS LIGHT HAZARD (EXCEPT AS NOTED IN
SPECIFICATION) WITH COVERAGE LIMITED TO LESS THAN 225
SQ. FT. PER HEAD.
DUE TO THE CLOSE PROXIMITY OF THE WATER, VENT, HOT
WATER HEATING, AND FIRE SPRINKLER PIPING, AS WELL AS
DUCTWORK, COORDINATE THE MECHANICAL, PLUMBING, FIRE
PROTECTION, ELECTRICAL, AND SHEETMETAL WORK.
ROUTE MAIN FIRE PROTECTION PIPING TO ENSURE ROUTING
DOES NOT CONFLICT WITH OTHER TRADES.
PROVIDE ADDITIONAL SPRINKLER HEADS ABOVE AND/OR
BELOW DUCTWORK, STRUCTURES, ETC. AS REQUIRED FOR
COMPLETE BUILDING COVERAGE.
ALL MATERIALS AND EQUIPMENT USED FOR THE FIRE
SPRINKLER SYSTEM SHALL BE U.L. LISTED OR FM APPROVED
FOR USE IN FIRE PROTECTION SYSTEMS.
10.
11.
12.
13.
FURNISH ALL MATERIALS, EQUIPMENT AND SUPPLIES AND
PERFORM ALL WORK AND OPERATIONS REQUIRED TO DESIGN,
CONSTRUCT, AND MAKE FUNCTIONAL A FIRE SPRINKLER
SYSTEM TO PROVIDE FIRE PROTECTION OF ALL REMODEL
AREAS OF THE BUILDING. THE SYSTEM SHALL MEET THE
REQUIREMENTS OF THE UTAH FIRE CODE AND SPECIFICATION
SECTION 211313.
14.
PIPING SHALL BE STEEL PIPING CONFORMING TO ANSI/ASTM
A53, ASTM A135 OR ASTM A795. PIPING 2-1/2" (NOMINAL)
OR LARGER SHALL BE SCHEDULE 10. PIPING 2" (NOMINAL) OR
SMALLER SHALL BE SCHEDULE
40. NO XL OR THIN WALL PIPE WILL BE ALLOWED.
PROVIDE NEW FIRE SPRINKLER PIPING IN REMODEL SPACE AS
REQUIRED TO ACCOMMODATE THE REMODEL WORK OF ALL
TRADES. MAINTAIN EXISTING WHERE FEASIBLE. NOTE: CEILING
HEIGHTS ARE BEING CHANGED IN MANY LOCATIONS AND WILL
LIKELY IMPACT THE LOCATION OF EXISTING PIPING.
dbkbo^i=klqbp
A.
B.
THIS DRAWING IS FOR REFERENCE ONLY FOR THE
PURPOSES OF THE CONTRACTOR'S BIDDING OF THE
DESIGN, (INCLUDING PREPARATION OF DETAILED FIRE
SPRINKLER PLANS AND DOCUMENTS), AND THE
FURNISHING, INSTALLING AND MAKING OPERATIONAL, A
COMPLETE AUTOMATIC FIRE SPRINKLER SYSTEM FOR ALL
REMODEL AREAS OF THE BUILDING. REFERENCE
SPECIFICATION 211313 FOR ADDITIONAL INFORMATION
AND REQUIREMENTS.
THE AUTOMATIC FIRE SPRINKLER DESIGN, PLANS AND
DOCUMENTS AS PREPARED BY THE CONTRACTOR, ARE
TO BE SUBMITTED BY THE CONTRACTOR TO THE
AUTHORITY HAVING JURISDICTION UNDER A SEPARATE
PLAN SUBMITTAL AND PERMIT FOR THE AUTHORITY
HAVING JURISDICTION'S REVIEW, APPROVAL AND
PERMITTING.
cfob=pmofkhibo=ibdbka
SYMBOL DESCRIPTION
NEW FIRE SPRINKLER HEAD - CONCEALED TYPE SPRINKLER HEAD
NEW FIRE SPRINKLER HEAD - UPRIGHT TYPE SPRINKLER HEAD
EXISTING FIRE SPRINKLER HEAD
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
197K
Storage
197M
Director
111
OFFICE
110
OFFICE
109
OFFICE
108
OFFICE
107
OFFICE
115
CONFERENCE
101
RECEPTION
106
OFFICE
105
OFFICE104
OFFICE
103
OFFICE
175A
OFFICE
175B
OFFICE
175C
OFFICE
175
OPEN OFFICE
174
LARGE FORMAT PRINTING
1
2
3
4
3
3
3
33
3
3
3
1
1
111
11
1
33
33
1
1
11
1
1
1
1
1
1 1 1 1
1
11111
11
1
1
3
3
3
3
1
1
1 1
11
4
3
3
4
3 3
4
44
4
2
2
2
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
FP101
LEVEL 01
FIRE
PROTECTION
REMODEL
PLAN
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
0510 10 20
ao^tfkd=klqbp
NOTE
#DESCRIPTION
1 INSTALL NEW FIRE SPRINKLERS WHERE REQUIRED
FOR NEW ROOM LAYOUT. NEW SPRINKLERS SHALL
BE CONCEALED TYPE, PENDANT SPRINKLWER WITH
WHITE COVER PLATE. CONNECT NEW SPRINKLERS
TO EXISTING BRANCH TEE WITH NEW BRANCH
PIPING TO LOCATE NEW HEADS IN NEW CEILING.
2 PROVIDE NEW SPRINKLER PIPING, UPRIGHT TYPE
FIRE SPRINKLER HEADS AND REQUIRED BRANCH
PIPING TO INSTALL IN NEW LOCATION AS SHOWN.
3 NO FIRE SPRINKLER WORK IN THIS AREA. PROTECT
DURING CONSTRUCTION.
4 REMOVE EXISTING FIRE SPRINKLER PIPING IN
REMODEL SPACE AS REQUIRED TO
ACCOMMODATE THE REMODEL WORK OF ALL
TRADES. MAINTAIN EXISTING PIPING WHERE
FEASIBLE.
SCALE:FP101 1/8" = 1'-0"
ibsbi=MN=cfob=molqb`qflk=objlabi=mi^k1
12361
obsbopb=lpjlpfp=t^qbo=bnrfmjbkq=p`ebarib
G
VTR
CO
WCO
RD
FCO
FS
FD
NIC
(E)
mirj_fkd=^__obsf^qflkp
mirj_fkd=cfuqrob=p`ebarib
mirj_fkd=pvj_li=ibdbka
dbkbo^i=mirj_fkd=klqbp
ol=^ka=erjfafcfbo=cilt=af^do^j
4.
5.
6.
3.
2.
1.
ACTIVE CARBON FILTER AND 5 MICTRON FILTER ACCESSORIES PROVIDED WITH RO UNIT.
LOW PRESSURE REVERSE OSMOSIS SYSTEM, CONDAIR RO-HM WITH PRE-FILTERS AND TANK
PRESSURE TANK, 6 GALLON, PROVIDED WITH RO UNIT.
PRE FILTERS
RO UNIT
PRESSURE TANK
ACCESSORIES, 0.11 GPM PERMEATE CAPACITY AT 59 DEGREES F. 115/60/1.75 WATTS
DIRECT WASTE
DESCRIPTION
WALL CLEAN OUT
SOIL / WASTE
CLEAN OUT
DOMESTIC COLD WATER
DOMESTIC HOT WATER
DESCRIPTION
VENT THROUGH ROOFVTR
DHW
SYMBOL
DCW
CO
SYMBOL
WCO
V
W
VENT
DW
DESCRIPTIONSYMBOL HOTCOLD WASTE VENTTRAP REMARKS
FIXTURE COUNTFC#
SINK - COUNTER MOUNTEDP-1 1/2" 1/2" 1-1/2"1-1/2"1-1/2" -
TEPID
-FLOOR DRAIN, FLOOR SINK OR ROOF DRAIN
GAS (NATURAL GAS)
DOMESTIC HOT WATER
SEWER OR WASTE
VENT THROUGH ROOF
VENT
COLD WATER
FLOOR CLEAN OUT
WALL CLEAN OUT
CLEAN OUT
DROP IN PIPE
RISE IN PIPE
VALVE IN RISE
CAP
BALL VALVE
SYMBOL
UNION
DESCRIPTION
ALL PLUMBING SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITION OF
VALVE WITH HAND WHEEL. VALVE SHALL BE BALL TYPE, QUARTER TURN AS APPROVED
ALL WALL-HUNG PLUMBING FIXTURES SHALL BE SECURELY ATTACHED TO AND SUPPORTED
THE CONTRACTOR SHALL VERIFY ALL PLUMBING FIXTURES, EQUIPMENT REQUIREMENTS AND
LOCATIONS, AND ALL RELATED UTILITIES WITH THE MECHANICAL AND ARCHITECTURAL
PLANS AND SPECIFICATIONS AND SHALL PROVIDE ALL SERVICES AS REQUIRED.
BY FLOOR-MOUNTED CARRIERS OF ALL-METAL CONSTRUCTION. FIXTURE HANGERS OR ARMS
SHALL BE SUPPORTED FREE OF THE FINISHED WALL. HANGERS SHALL BE BY WADE,
EACH INDIVIDUAL FIXTURE SUPPLY SHALL BE PROVIDED WITH A CHROME-PLATED STOP
BY ENGINEER. STOPS SHALL BE ON BOTH HOT AND COLD WATER LINES.
FIXTURES AND ACCESSORIES SHALL BE AS SPECIFIED. EACH ITEM SHALL BE COMPLETE
WITH CHROME-PLATED BRASS TRIM. SEE PLUMBING FIXTURE SCHEDULE.
CAULK WITH SILICONE COMPOUND AROUND ALL FIXTURES AT INTERFACE WITH WALLS
THE IDAHO PLUMBING CODE AND/OR LOCAL ORDINANCES.
SMITH, JOSAM, OR ZURN.
AND/OR FLOOR.
NEW CONNECTION SYMBOL
NOT IN CONTRACT
EXISTING
1/2" SCW
1/2" BALL VALVE
3/8" TUBING
RO UNIT WITH PRE-FILTERS 3/8" DRAIN TUBING
6 GALLON PRESSURE TANK ROOM HUMIDIFIER,
SEE MECHANICAL
3/8" RO TUBING
3/8" CONDENSATE DRAIN TUBING,
EXTEND TO DRAIN AT EXISTING
CLOTHES WASHER DRAIN BOX.
SEE PLAN FOR CONTINUATION.
CONDENSATE RECEIVER, LITTLE
GIANT MODEL VCMA-20. PROVIDE
SHELF AND MOUNT AS HIGH AS
POSSIBLE NEAR HUMIDIFIER UNIT.
25
25
28
28
30
30
32
32
34
34
38
38
40
40
41
41
42
42
36
36
U U
W W
Z Z
24
24
26
26
27
27
29
29
31
31
33
33
35
35
37
37
39
39
V V
X X
Y Y
AA AA
CC CC
197K
Storage
197M
Director
112
STUDENT WORK AREA
111
OFFICE
110
OFFICE
109
OFFICE
108
OFFICE
107
OFFICE
115
CONFERENCE101
RECEPTION
106
OFFICE
105
OFFICE104
OFFICE
103
OFFICE
175A
OFFICE
175B
OFFICE
175C
OFFICE
175
OPEN OFFICE
174
LARGE FORMAT PRINTING
5
SEE ENLARGED
PLUMBING PLAN FOR
WORK IN THIS AREA
6
7
18
10
11
25
25
Z Z
24
24
26
26
27
27
Y Y
AA AA
CC CC
2
3
4
1/2" SCW, ROUTE AS
HIGH AS POSSIBLE
9
3 6 0 w e s t a s p e n a v e n u e
s a l t l a k e c i t y , u t a h 8 4 1 0 1
8 0 1 5 3 2 4 4 2 2
sheet:
title:
revisions :
p r o j e c t # :
d a t e :
UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND
DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND IS
NOT INTENDED FOR CONSTRUCTION, RECORDING
PURPOSES, OR IMPLEMENTATION
THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING
ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS &
MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE
COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN
WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS
WRITTEN PERMISSION FROM METHOD STUDIO INC.
project:
E
D
C
B
A
E
D
C
B
A
1 2 3 4 5 6
1 2 3 4 5 6
PL101
LEVEL 01
PLUMBING
REMODEL
PLAN
22.0235
July 15, 2022
BYUI PRINT &
DISABILITY
SERVICES
REMODEL
Bid Set
0510 10 20
ao^tfkd=klqbp
NOTE
#DESCRIPTION
1 RISE 1-1/2" VENT SERVING NEW P-1
SINK IN WALL. EXTEND IN CEILING
SPACE TO CONNECT TO EXISTING.
FIELD VERIFY LOCATION AND SIZE OF
EXISTING.
2 DROP 1/2" DCW TO CONNECT TO
REVERSE OSMOSIS (RO) UNIT. FIELD
COORDIANTE EXACT ROUTING.
3 ROUTE 3/8" TUBING FROM RO UNIT
AND CONNECT TO PRESSURE TANK.
RISE 3/8" TUBING AND CONNECT TO
HUMIDIFIER.
4 EXTEND 1" INDIRECT DRAIN FROM
HUMIDIFIER AND INDIRECT INTO NEW
1-1/2" HUB DRAIN.
5 CONNECT NEW 1/2" SCW TO EXISTING
1" SCW AND ROUTE AS SHOWN. FIELD
VERIFY LOCATION OF EXISITNG WATER
PIPING.
6 CONNECT NEW 1/2" SCW AND DHW TO
EXISTING. FIELD VERIFY EXACT
LOCATION AND SIZE OF EXISTING.
INSTALL DOWNSTREAM OF EXISTING
ISOLATION VALVES.
7 CONNECT NEW 2" WASTE TO EXISTING
2" WASTE. FIELD VERIFY LOCATION,
SIZE AND ELEVATION OF EXISTING
PRIOR TO INSTALLATION.
8 CONNECT NEW 1-1/2" VENT TO
EXISTING 2" VENT. FIELD VERIFY
LOCATION AND SIZE OF EXISITNG.
9 CONDENSATE RECEIVER PUMP, SEE
FLOW DIAGRAM. EXTEND 3/8" PUMPED
DRAIN AS SHOWN.
10 DROP 3/8" PUMPED CONDENSATE
DRAIN ON WALL AND TERMINATE AT
EXISTING CLOTHES WASHER DRAIN
BOX.
11 REMOVE EXISTING CLEANOUT
PREPARATORY FOR NEW. PROVIDE
EXTENSION AS REQUIRED TO
ACCOMMODATE NEW WALL LOCATION.
SCALE:PL101 1/8" = 1'-0"
ibsbi=MN=mirj_fkd=objlabi=mi^k1
02.55 5 10
SCALE:PL101 1/4" = 1'-0"
bki^odba=ibsbi=MN=mirj_fkd=objlabi=mi^k3
12361
B u i l d i n g S t r u c t u r e
P o w e r S o u r c e /J -b o x
H e a v y D u t y P o w e r C o r d
R e c e p t a c l e c o n f i g u r a t i o n t o m a t c h e q u i p m e n t
L e n g t h t o r e a c h f l o o r p l u s 2 f t .
K e l l e m s S t r a i n R e l i e f
K e l l e m s S t r a i n R e l i e f
p l u g . E C s h a l l f i e l d c o o r d i n a t e .
C I R C U I T I N G & G E N E R A L S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P TI
O N
K E Y E D N O TE
R E F E R E N C E
1
B R A N C H C I R C U I T H O M E -R U N T O P A N E L I N D I C A TE
D
A -1 ,3 ,5
3 /4 "C .-6 #1 2 ,1 #1 2 G
Q T Y & S I Z E O F E Q U I P M E N T G R O U N D C O N D U C T O R
Q T Y & S I Z E O F N E U T R A L A N D P H A S E C O N D U C T O R (S )
S I Z E O F C O N D U I T
A -1 ,3 ,5
3 /4 "C .-6 #1 2 ,1 #1 2 G
P A N E L A N D C I R C U I T D E S I G N A T I O N S
E Q U I P M E N T G R O U N D I N G C O N D U C T O R
T I C K M A R K S
N E U T R A L C O N D U C T O R (S )
P H A S E A N D /O R S W I T C H -L E G C O N D U C T O R (S )
B R A N C H C I R C U I T /F E E D E R C O N C E A L E D I N C E I L I N G O R W A L L
B R A N C H C I R C U I T /F E E D E R C O N C E A L E D U N D E R G R O U N D O R F L O O R
N E W E Q U I P M E N T , D E V I C E S , E T C .
E X I S T I N G E Q U I P M E N T , D E V I C E S , E T C .
D E M O L I T I O N E Q U I P M E N T , D E V I C E S , E T C .
D E T A I L # / S H E E T R E F E R E N C E
1 / E S 1 0 1
*2 5 ,0 0 0 A
C A L C U L A T E D A V A I L A B L E F A U L T C U R R E N T A T E Q U I P M E N T (S E E P O W E R R I S E R )
F I R E A L A R M S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P T I O N
D E T E C T O R S U B S C R I P T S
P
P H O T O E L E C T R I C S M O K E D E T E C T O R
D D U C T S M O K E D E T E C T O R
I D
I N -D U C T S M O K E D E T E C T O R
H H E A T D E T E C T O R
M
M U L T I -S T A T I O N S M O K E D E T E C T O R
(1 2 0 V W /B A T T E R Y B A C K U P )
F I R E A L A R M C O N T R O L P A N E L (W A L L M O U N T E D , T O P A T 6 '-0 ' A F F )
FFACP
N O T I F I C A T I O N D E V I C E E X T E N D E R P A N E L . P R O V I D E Q T Y A S R E Q U I R E D B A S E D O N D E V I C E
V O L T A G E D R O P C A L C 'S P E R N F P A 7 2 R E Q U I R E M E N T S . (W A L L M O U N T E D , T O P A T 5 '-0 ' A F F )
R E M O T E A N N U C I A T O R P A N E L (F L U S H M O U N T E D I N W A L L A T 5 '-0 ' A F F )
N A C
R A
M A N U A L P U L L S T A T I O N (M O U N T I N G H E I G H T P E R A D A & N F P A 7 2 )
M A G N E T I C D O O R H O L D O P E N
A D D R E S S A B L E C O N T R O L /R E L A Y M O D U L E
M MCM
A D D R E S S A B L E M O N I T O R I N G M O D U L E
F I R E A L A R M F L O W S W I T C H
F I R E A L A R M T A M P E R S W I T C H
F S T S
W A L L M O U N T E D F I R E A L A R M H O R N O N L Y
W A L L M O U N T E D F I R E A L A R M S T R O B E O N L Y
(C A N D E L A R A T I N G A S I N D I C A T E D )
#
A D D R E S S A B L E D E T E C T O R W I T H B A S E
####
C E I L I N G M O U N T E D F I R E A L A R M S T R O B E O N L Y
(C A N D E L A R A T I N G A S I N D I C A T E D )
####
W A L L M O U N T E D F I R E A L A R M H O R N S T R O B E
(C A N D E L A R A T I N G A S I N D I C A T E D )
C E I L I N G M O U N T E D F I R E A L A R M H O R N S T R O B E
(C A N D E L A R A T I N G A S I N D I C A T E D )
F I R E /S M O K E D A M P E R ; C O O R D I N A T E L O C A T I O N S W I T H M E C H . D R A W I N G S
S D
A .
D O N O T I N S T A L L M O R E T H A N (1 0 ) N O T I F I C A T I O N A P P L I A N C E S O N A N Y S I N G L E C L A S S "A " S I G N A L C I R C U I T .
D O N O T E X C E E D 4 0 0 F T . O F N O . 1 4 W I R E I N T H E T O T A L L O O P .
B .
N F P A A L L O W S N O T I F I C A T I O N A P P L I A N C E S T O B E M O U N T E D A T A H E I G H T R A N G E B E T W E E N 8 0 " T O 9 6 "
A B O V E F I N I S H F L O O R . T H E P R E F E R R E D H E I G H T I S 8 0 ". I F T H I S C O N F L I C T S W I T H O T H E R T R A D E S O R R O O M
F U R N I S H I N G S , L O C A T E A S C L O S E T O 8 0 " A S P O S S I B L E , N O T E X C E E D I N G 9 6 ". A L L N O T I F I C A T I O N
A P P L I A N C E S I N A C O M M O N R O O M O R L I N E O F S I G H T S H A L L B E L O C A T E D A T A C O M M O N H E I G H T .
C .
M O U N T P U L L S T A T I O N S A T 4 6 -4 8 " A .F .F . T O T H E O P E R A T I N G H A N D L E T O M E E T A D A R E Q U I R E M E N T S .
D .
D O N O T C O N N E C T T H E F I R E A L A R M S Y S T E M T O A N Y D E V I C E W H I C H H A S A P O W E R H E L D
C O N T A C T S .(F L O W , T A M P E R , H O O D S Y S T E M , D U C T D E T E C T O R , E T C ..F A L S E A L A R M W I L L O C C U R .
E .
E L E C T R I C A L C O N T R A C T O R S H A L L S U P P L Y A N D I N S T A L L C O N D U C T O R Q U A N T I T I E S P E R F I R E A L A R M
S Y S T E M S U P P L I E R , A N D A S P E R N F P A A N D N E C R E Q U I R E M E N T S .
F .
D O N O T I N S T A L L A N Y S M O K E O R H E A T D E T E C T O R S W I T H I N 3 F E E T O F A N Y A I R D I F F U S E R .
G .
D O N O T E X C E E D 2 5 0 0 F E E T O N A N Y A D D R E S S A B L E D E V I C E R U N . D O N O T E X C E E D 1 2 0 D E V I C E S O N A N Y
O N E A D D R E S S A B L E D E V I C E R U N .
H .
A L L A I R H A N D L I N G E Q U I P M E N T 2 0 0 0 C F M O R M O R E M U S T B E S H U T D O W N U P O N F I R E A L A R M A S P E R L I F E
S A F E T Y C O D E S .
I .
A L L C L A S S "B " I N I T I A T I N G C I R C U I T S W I T H A D D R E S S A B L E D E V I C E S N E E D E O L R . (E N D O F L I N E R E S I S T O R S ).
J .
I N C O R R I D O R S , N O T I F I C A T I O N A P P L I A N C E S M U S T B E L O C A T E D W I T H I N 1 5 ' F R O M E N D S O F C O R R I D O R S
A N D A M A X I M U M O F 1 0 0 ' S P A C I N G .
K .
N O T I F I C A T I O N A P P L I A N C E S T O B E S Y N C H R O N I Z E D T O P R O V I D E A 3 -3 -3 T E M P O R A L P A T T E R N .
L .
A L L W I R I N G A N D C O N D U I T R O U T I N G T O B E A S D E S C R I B E D O N S U P P L I E D S H O P D R A W I N G S . F I R E A L A R M
P L A N I S S H O W N F O R G E N E R A L L O C A T I O N A N D L A Y O U T O N L Y .
M .
T H E F I R E A L A R M S Y S T E M T O B E I N C O M P L I A N C E W I T H A L L A P P L I C A B L E L O C A L , S T A T E A N D A D A
R E Q U I R E M E N T S .
N .
E L E C T . C O N T R . T O C O N N E C T S P R I N K L E R S Y S T E M T A M P E R S W I T C H E S A N D F L O W V A L V E S T O F I R E A L A R M
S Y S T E M A S R E Q U I R E D . S E E F I R E S P R I N K L E R S Y S T E M D R A W I N G S F O R E X A C T L O C A T I O N S A N D
Q U A N T I T I E S .
G E N E R A L F I R E A L A R M S Y S T E M N O T E S
C E I L I N G M O U N T E D F I R E A L A R M H O R N O N L Y
L I G H T I N G S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P T I O N
P A R K I N G A R E A P O L E L I G H T , S I N G L E O R D O U B L E H E A D A S I N D I C A T E D O N
D R A W I N G S . R E F E R T O L I G H T P O L E D E T A I L F O R P O L E I N F O R M A T I O N .
2 X 4 F L U O R E S C E N T O R L E D F I X T U R E
2 X 2 F L U O R E S C E N T O R L E D F I X T U R E
S U R F A C E M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E
S T R I P F L U O R E S C E N T O R L E D F I X T U R E
W A L L M O U N T E D F L U O R E S C E N T O R L E D F I X T U R E
E X T E R I O R W A L L M O U N T E D F I X T U R E
R O U N D R E C E S S E D F I X T U R E
S U R F A C E O R P E N D A N T F I X T U R E
L I G H T F I X T U R E S U B S C R I P T S
N L
N I G H T -L I G H T (C O N N E C T T O U N S W I T C H E D L E G O F C I R C U I T )
E X I T S I G N , W A L L O R C E I L I N G M O U N T I N G A S R E Q U I R E D (S I N G L E O R D O U B L E F A C E )
D I R E C T I O N A L C H E V R O N S A S I N D I C A T E D ; C O N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G
C I R C U I T T H A T I S I N T H E S A M E A R E A A S T H E E X I T S I G N S .
S H A D E D F I X T U R E I N D I C A T E S A N E M E R G E N C Y F I X T U R E . P R O V I D E W I T H E M E R G . B A T T E R Y
P A C K O R C O N N E C T T O E M E R G E N C Y P O W E R S Y S T E M (W H E R E A P P L I C A B L E ). C O N N E C T
B A T T E R Y P A C K T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T S E R V E S T H E S A M E
A R E A A S T H E E M E R G E N C Y F I X T U R E . P R O V I D E W I T H T E S T L I G H T A N D S W I T C H .
C E I L I N G M O U N T E D O C C U P A N C Y S E N S O R , R E F E R T O O C C U P A N C Y S E N S O R /S W I T C H
S C H E D U L E F O R S E N S O R T Y P E A N D A D D I T I O N A L I N F O R M A T I O N .
S W I T C H M O U N T E D O C C U P A N C Y S E N S O R , L O W V O L T A G E S W I T C H P O D O R D I M M E R
S W I T C H , R E F E R T O O C C U P A N C Y S E N S O R /S W I T C H S C H E D U L E F O R T Y P E A N D
A D D I T I O N A L I N F O R M A T I O N .
S I N G L E -P O L E S W I T C H (S E E S U B -S C R I P T S B E L O W F O R A D D I T I O N A L I N F O R M A T I O N )
S W I T C H S U B S C R I P T S
3
3 -W A Y S W I T C H
4
4 -W A Y S W I T C H
D
D I M M E R S W I T C H (C O M P A T I B L E W / L O A D & L T G T Y P E S )
F
7 -D A Y P R O G R A M M A B L E T I M E R S W I T C H
(I N T E R M A T I C M O D E L E I 5 0 0 W C S E R I E S )
P
P I L O T L I G H T E D S W I T C H
F 1
L I G H T F I X T U R E T Y P E D E S I G N A T I O N
S
###
W A L L O R C E I L I N G M O U N T E D E M E R G E N C Y L I G H T I N G U N I T W /B A T T E R Y P A C K
C O N N E C T T O U N S W I T C H E D L E G O F L I G H T I N G C I R C U I T T H A T I S I N T H E S A M E A R E A A S
T H E E M E R G E N C Y L I G H T .
L V
L O W -V O L T A G E S W I T C H (P E R D W G 'S )
T
T H E R M A L -O V E R L O A D S W I T C H
M
S W I T C H S U P P L I E D W I T H E Q U I P M E N T ,
I N S T A L L E D B Y E .C .
W P
W E A T H E R P R O O F
2 P
D O U B L E P O L E , S I N G L E T H R O W S W I T C H
G E N E R A L L I G H T I N G N O T E S :
A .
S Y M B O L S S H O W N A B O V E M A Y N O T R E P R E S E N T A L L L I G H T F I X T U R E S U S E D O N P R O J E C T , R E F E R T O
L I G H T F I X T U R E S C H E D U L E F O R A C T U A L F I X T U R E I N F O R M A T I O N I N C L U D I N G F I X T U R E T Y P E , L A M P I N G ,
M O U N T I N G A N D E T C .
B .
J U N C T I O N B O X E S F O R L I G H T I N G C I R C U I T I N G A R E N O T S H O W N F O R C L A R I T Y . T H E E .C . I S R E S P O N S I B L E
F O R P R O V I D I N G A N D I N S T A L L I N G A L L J U N C T I O N B O X E S R E Q U I R E D F O R C I R C U I T I N G O F A L L L I G H T
F I X T U R E S T H A T A R E N O T L I S T E D F O R "T H R O U G H -B R A N C H C I R C U I T W I R I N G ".
C .
I N G E N E R A L A L L S W I T C H -L E G C O N D U C T O R S M A Y N O T B E S H O W N O N D R A W I N G S ; E .C . S H A L L P R O V I D E
A N D I N S T A L L C O N D U C T O R S A S R E Q U I R E D T O A C H I E V E C O N T R O L S C H E M E S I N D I C A T E D A N D
D E S C R I B E D O N D R A W I N G S . I N C L U D I N G A L L 0 -
1 0 V D I M M I N G C O N T R O L S B E T W E E N S W I T C H A N D
F I X T U R E S .
D .
A L L B A T T E R Y E X I T S I G N S A N D E M E R G E N C Y L I G H T I N G T O B E C O N N E C T E D T O T H E U N S W I T C H E D L E G O F
T H E L I G H T I N G C I R C U I T I N T H E A R E A .
###
FM
P O W
E R S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P T I O N
E L E C T R I C A L S W I T C H B O A R D E Q U I P M E N T , (S E E P O W E R R I S E R A N D P A N E L S C H E D U L E S
F O R A D D I T I O N A L I N F O R M A T I O N )
'M S B '
'T ##'
D R Y -T Y P E T R A N S F O R M E R , (S E E P O W E R R I S E R F O R A D D I T I O N A L I N F O R M A T I O N )
'L A '
E L E C T R I C A L P A N E L B O A R D , (S E E P O W E R R I S E R A N D P A N E L S C H E D U L E S
F O R A D D I T I O N A L I N F O R M A T I O N )
D I S C O N N E C T S W I T C H , S I Z E /P O L E S /T Y P E A S I N D I C A T E D
T Y P E S : 1 =N E M A 1 , 3 R =N E M A 3 R , 4 X =N E M A 4 X
3 0 A /3 P /3 R
F U S E D D I S C O N N E C T S W I T C H , S I Z E /P O L E S /T Y P E A S I N D I C A T E D
T Y P E S : 1 =N E M A 1 , 3 R =N E M A 3 R , 4 X =N E M A 4 X
3 0 A /3 P /3 R
(3 0 A F U S E S )
C O M B I N A T I O N S T A R T E R & F U S E D D I S C O N N E C T S W I T C H , S I Z E /P O L E S /T Y P E A S I N D I C A T E D .
T Y P E S : 1 =N E M A 1 , 3 R =N E M A 3 R , 4 X =N E M A 4 X
J
J U N C T I O N B O X
C R = C O R D R E E L ; S E E D R A W I N G S F O R I N F O R M A T I O N
C D = C O R D D R O P ; S E E D R A W I N G S F O R I N F O R M A T I O N
E Q U I P M E N T C O N N E C T I O N ; C O O R D I N A T E C O N N E C T I O N W I T H E Q U I P M E N T
P R I O R T O R O U G H -I N
M O T O R C O N N E C T I O N
P O W E R A N D /O R D A T A S E R V I C E P O L E
F L O O R B O X (S E E F L O O R B O X S C H E D U L E F O R A D D I T I O N A L I N F O R M A T I O N )
P U S H B U T T O N S T A T I O N
F B #
S P E C I A L R E C E P T A C L E (C O O R D I N A T E N E M A T Y P E W I T H E Q U I P .)
(R E F E R T O P A N E L S C H E D U L E S F O R A M P S )
C E I L I N G M O U N T E D D U P L E X R E C E P T A C L E (C O O R D I N A T E P L A C E M E N T W I T H
C E I L I N G E Q U I P M E N T P R I O R T O R O U G H -I N )
D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T
G F C I -T Y P E D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T
D O U B L E -D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D B E L O W 5 F T
G F C I -T Y P E D O U B L E -D U P L E X R E C E P T A C L E , U L T A M P E R -R E S I S T A N T W H E R E M O U N T E D
B E L O W 5 F T .
R E C E P T A C L E A N D E Q U I P M E N T S U B S C R I P T S
A C
A B O V E C O U N T E R
W
P
W
E A T H E R P R O O F (U L L I S T E D
W
E A T H E R -R E S I S T A N T )
4 2 "
M O U N T I N G H E I G H T A F F O R A F G
I G
I S O L A T E D G R O U N D
S
S U R G E -P R O T E C T I O N T Y P E
R E F
R E F R I G E R A T O R
W
W
A S H I N G M A C H I N E
D
D R Y E R (3 0 A -2 4 0 V R A T E D R E C P T .)
M
M I C R O W
A V E
H V A C T H E R M O S T A T O R S E N S O R ; P R O V I D E & I N S T A L L B A C K B O X ,3 /4 " C O N D U I T A N D
C O N D U C T O R S T O A S S O C I A T E D H V A C U N I T . C O O R D I N A T E E X A C T L O C A T I O N & S I Z E A N D
N U M B E R O F C O N D U C T O R S W I T H M .C .
T
S
O R
3 0 A /3 P /3 R
S I Z E 1
(3 0 A F U S E S )
S M A L L E X H A U S T F A N C O N N E C T I O N
T V
1 2 0 V R E C E P T . F O R T V ; V E R I F Y H E I G H T W
I T H A R C H .
D R A W
I N G S & E L E V A T I O N S
U S B
1 2 0 V R E C P T . W
I T H U S B C H A R G I N G P O R T S
E W
C
E L E C T R I C W
A T E R C O O L E R ; (S E E D E T A I L . R E C P T . S H A L L
B E A C C E S S I B L E , D O N O T M O U N T B E H I N D H O U S I N G .)
D I S P
G A R B A G E D I S P . (U N D E R S I N K )
D W
D I S H W
A S H E R (C O O R D I N A T E W
/ M I L L W
O R K , I N S T A L L P E R
N E C 4 2 2 .1 6 (B )(2 )).
M /R
M I C R O W
A V E /R A N G E H O O D (C O O R D I N A T E W
/ M I L L W O R K )
R
E L E C T R I C R A N G E (5 0 A -2 4 0 V R A T E D R E C P T .)
G E N E R A L S P E C I A L S Y S T E M N O T E S :
A .
A L L D E V I C E S S H O W N A T O R N E A R M I L L W O R K /C A S E W O R K S H A L L B E C O O R D I N A T E D W I T H T H E
A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S A N D M I L L W O R K I N S T A L L E R T O I N S U R E P R O P E R M O U N T I N G
H E I G H T S . C O N T R A C T O R S H A L L A D J U S T D E V I C E S A S N E C E S S A R Y I N O R D E R T O P O S I T I O N D E V I C E S S U C H
T H A T T H E Y W I L L N O T F A L L B E H I N D M I L L W O R K , C A B I N E T S O R B E D I R E C T L Y A B O V E S I N K S O R M I D W A Y
B E T W E E N T I L E W O R K /W A L L O R W A I N S C O A T I N G , E T C .
B .
I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E C O N T R A C T O R T O I N S T A L L A G F C I T Y P E R E C E P T A C L E F O R A L L
R E C P T A C L E S S H O W N I N T O I L E T R M S , B A T H R O O M S , K I T C H E N S /S E R V I N G A R E A S , R O O F T O P , O U T D O O R S
O R W I T H I N 6 F T O F A N Y S I N K , B A S I N , T U B O R F L O O R S I N K A N D A L L O T H E R A R E A S D E F I N E D B Y T H E N E C .
S P E C I A L S Y S T E M S S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P T I O N
D A T A O U T L E T ; _= # O F D A T A C A B L E S , X =C O N D U I T S I Z E (S E E N O T E S 1 ,2 ,3 B E L O W )
_D -X
T E L E P H O N E O U T L E T ; _= # O F T E L E P H O N E C A B L E S , X =C O N D U I T S I Z E
(S E E N O T E S 1 ,2 ,3 B E L O W )
_T -X
T E L E P H O N E /D A T A O U T L E T ; _= # O F T E L E P H O N E /D A T A C A B L E S , X =C O N D U I T S I Z E
(S E E N O T E S 1 ,2 ,3 B E L O W )
_T /_D -X
C E I L I N G M O U N T E D D A T A O U T L E T ; _= # O F D A T A C A B L E S , X =C O N D U I T S I Z E
(S E E N O T E S 1 ,2 ,3 B E L O W )
_D -X
A .
C O M M U N I C A T I O N S C A B L E S S H A L L H A V E B E N D S N O G R E A T E R T H A N 9 0 D E G .
B .
C O N D U I T S F O R C O M M U N I C A T I O N S C A B L I N G S H A L L H A V E A M A X I M U M B E N D R A D I U S N O T M O R E T H A N 1 0 X
T H E D I A M E T E R O F T H E C O N D U I T .
C .
A L L C O M M U N I C A T I O N S C O N D U I T S S H A L L B E T E R M I N A T E D W I T H A N I N S U L A T E D N O N -M E T A L L I C B U S H I N G
A T B O T H E N D S .
D .
C O M M U N I C A T I O N S C O N D U I T S S H A L L H A V E N O M O R E T H A N (2 ) 9 0 'S W I T H O U T A P U L L B O X . P U L L B O X E S
S H A L L B E L O C A T E D I N A C C E S S I B L E L O C A T I O N S A N D S H A L L B E S I Z E D A T L E A S E D 1 2 X T H E L A R G E S T
C O N D U I T D I A M E T E R I N L E N G T H A N D M I N , 4 " D E E P A N D 8 " W I D E .
E .
I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E .C . T O I N S U R E T H A T T H E P A T H W A Y F O R T H E D A T A C A B L I N G
D O E S N O T C R E A T E C A B L E L E N G T H S T O E X C E E D S T H E L E N G T H O F 2 9 5 F T F R O M O U T L E T T O P A T C H
P A N E L , T H I S I N C L U D E S S E R V I C E L O O P S A N D P A T C H C O R D S .
F .
W H E R E C A B L E T R A Y I S U T I L I Z E D I N T H E P R O J E C T . C O M M U N I C A T I O N C O N D U I T S E N D I N G A T T H E C A B L E
T R A Y S H A L L E X T E N D 1 " O V E R T H E S I D E I N T O T H E T R A Y .
G E N E R A L S P E C I A L S Y S T E M N O T E S :
###
_D -X
S P E C I A L S Y S T E M S N O T E S :
1 .
U T I L I Z E 4 1 1 /1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G A N D C O N D U I T T O A B O V E N E A R E S T A C C E S S I B L E
C E I L I N G O R D A T A R A C K , T E R M I N A T E W I T H I N S U L A T E D T H R O A T B U S H I N G . P R O V I D E Q T Y O F C A B L E S
I N D I C A T E D F R O M O U T L E T T O N E A R E S T T E L E /D A T A R O O M . S E E D W G S F O R A D D I T I O N A L I N F O R M A T I O N .
U T I L I Z E J -H O O K S 3 F T O N C E N T E R F O R S U P P O R T O F C A B L I N G W H E R E C A B L E T R A Y I S N O T
I N S T A L L E D /S P E C I F I E D .
2 .
C O N D U I T S I Z E ('X ' F R O M A B O V E ); 2 =1 /2 ", 3 =3 /4 ", 4 =1 ", 5 =1 -1 /4 ", 6 =1 -1 /2 "
3 .
B L A N K (N O L A B E L ) = 4 -1 1 /1 6 " D E E P B O X W I T H R E Q U I R E D M U D R I N G A N D 1 " C O N D U I T T O A B O V E N E A R E S T
A C C E S S I B L E C E I L I N G /C A B L E T R A Y , T E R M I N A T E W I T H I N S U L A T E D
T H R O A T B U S H I N G , P R O V I D E P U L L S T R I N G . (U N L E S S O T H E R W I S E N O T E D )
W A L L /F L O O R E L E C T R I C A L P A T H W A Y S L E E V E ;
I N S T A L L T H R O U G H W A L L O R F L O O R A S I N D I C A T E D . S L E E V E S S H A L L B E A B O V E
A C C E S S I B L E C E I L I N G S I N A C C E S S I B L E L O C A T I O N , F I E L D V E R I F Y E X A C T L O C A T I O N T O
A V O I D C O N F L I C T W I T H O T H E R T R A D E S A N D U T I L I T I E S . I F W A L L /F L O O R I S N O T F I R E R A T E D
E .C . M A Y U T I L I Z E D E M T C O N D U I T S L E E V E S O F E Q U A L S I Z E . R E F E R T O A R C H I T E C T U R A L
D R A W I N G S F O R F I R E R A T I N G S .
(q t y ) = Q U A N T I T Y O F S L E E V E S A T L O C A T I O N
E P 2 = 2 " H I L T I S P E E D S L E E V E C P -6 5 3 -B A
E P 4 = 4 " H I L T I S P E E D S L E E V E C P -6 5 3 -B A
###
F B #
_D -X
E L E C T R I C A L F L O O R B O X
R E F E R T O "E L E C T R I C A L F L O O R B O X S C H E D U L E " F O R I N F O R M A T I O N .
_= # O F D A T A C A B L E S , X =C O N D U I T S I Z E (S E E N O T E S 1 ,2 ,3 B E L O W )
T V A N D /O R A V B O X ; W I T H P O W E R , D A T A A N D /O R A V C O N N E C T I V I T Y
### = B O X I D : R E F E R T O "E L E C T R I C A L A V /T V B O X S C H E D U L E " F O R I N F O R M A T I O N .
_= # O F D A T A C A B L E S , X =C O N D U I T S I Z E (S E E N O T E #2 B E L O W )
I N S T A L L C O N D U I T (S I Z E A S I N D I C A T E D ) F R O M B O X T O N E A R E S T A C C E S S I B L E C E I L I N G
S P A C E W / D A T A C A B L I N G /T E R M I N A T I O N S A S I N D I C A T E D O N D R A W I N G S .
W A L L ###
F L O O R
(q t y )
(q t y )
P 1 P H 2 /C 3 /C 3 P 3 P H 3 W 4 W A C A D A A F F A F G A I C A L A o r A M P A N N A P A T S A V A W G B F G C C A T V C B C C T V C K T C C P C T C U D S E A E .C .E M E M T E N T E P O E Q U I P E X F A F A C P F L A F M C G N D G .C .G E N G F I G F P H D H I D H O A H P H P S H V H Z I G I M C J -B O XABBREVIATIONSSINGLE P O L E S I N G L E -P H A S E T W O -C O N D U C T O R T H R E E -C O N D U C T O R T H R E E P O L E T H R E E -P H A S E T H R E E -W I R E F O U R -W I R E A B O V E C O U N T E R A M E R I C A N S W I T H D I S A B I L I T I E S A C T A B O V E F I N I S H E D F L O O R A B O V E F I N I S H E D G R A D E A M P E R E I N T E R R U P T I N G C A P A C I T Y A L U M I N U M A M P E R E A N N U N C I A T O R A C C E S S P O I N T (W I R E L E S S D A T A )A U T O M A T I C T R A N S F E R S W I T C H A U D I O V I S U A L A M E R I C A N W I R E G A G E B E L O W F I N I S H E D G R A D E C E I L I N G M O U N T E D C A B L E T E L E V I S I O N C I R C U I T B R E A K E R C L O S E D C I R C U I T T E L E V I S I O N C I R C U I T C O N D U I T C O N T R O L P A N E L C U R R E N T T R A N S F O R M E R C O P P E R D I S C O N N E C T S W I T C H E A C H E L E C T R I C A L C O N T R A C T O R E M E R G E N C Y E L E C T R I C A L M E T A L L I C T U B I N G E L E C T R I C A L N O N M E T A L L I C T U B I N G E M E R G E N C Y P O W E R O F F E Q U I P M E N T E X I S T I N G F I R E A L A R M F I R E A L A R M C O N T R O L P A N E L F U L L L O A D A M P S F L E X I B L E M E T A L C O N D U I T G R O U N D G E N E R A L C O N T R A C T O R G E N E R A T O R G R O U N D F A U L T C I R C U I T I N T E R R U P T E R G R O U N D F A U L T P R O T E C T I O N H E A V Y D U T Y H I G H I N T E N S I T Y D I S C H A R G E H A N D -O F F -A U T O M A T I C H O R S E P O W E R H I G H P R E S S U R E S O D I U M H I G H V O L T A G E H E R T Z I S O L A T E D G R O U N D I N T E R M E D I A T E M E T A L C O N D U I T J U N C T I O N B O XVKVAkWkWhLEDLFMCLFNCLTGLVMAXM.C .M C A M C B M C C M D P M H M I N M L O M O C P N A N C N E C N E M A N F P A N I C N L N O N T S O C O H D R O L P B P P N L P T P T Z Q T Y R C P R M C R N C S C A S C B A S F S P D S P E C S W B D S W G R T L T P T T B T V T Y P U G U P S V V A V .I .F .V F D W A P W /W /O W P X F M RKILOVOLTKILOVOLT A M P E R E K I L O W A T T K I L O W A T T H O U R L I G H T E M I T T I N G D I O D E L I Q U I D T I G H T F L E X I B L E M E T A L C O N D U I T L I Q U I D T I G H T F L E X I B L E N O N M E T A L L I C C O N D U I T L I G H T I N G L O W V O L T A G E M A X I M U M M E C H . C O N T R A C T O R M I N I M U M C I R C U I T A M P S M A I N C I R C U I T B R E A K E R M O T O R C O N T R O L C E N T E R M A I N D I S T R I B U T I O N P A N E L M A N H O L E M I N I M U M M A I N L U G S O N L Y M A X I M U M O V E R C U R R E N T P R O T E C T I O N N O T A P P L I C A B L E N O R M A L L Y C L O S E D N A T I O N A L E L E C T R I C A L C O D E N A T I O N A L E L E C T R I C A L M A N U F A C T U R E R S A S S O C I A T I O N N A T I O N A L F I R E P R O T E C T I O N A S S O C I A T I O N N O T I N C O N T R A C T N I G H T L I G H T N O R M A L L Y O P E N N O T T O S C A L E O N C E N T E R O V E R H E A D D O O R O V E R L O A D P U S H B U T T O N P H A S E P A N E L P O T E N T I A L T R A N S F O R M E R P A N /T I L T /Z O O M Q U A N T I T Y R E F L E C T E D C E I L I N G P L A N R I G I D M E T A L C O N D U I T R I G I D N O N M E T A L L I C C O N D U I T S H O R T C I R C U I T A M P S S T A N D A R D C O L O R B Y A R C H I T E C T S Q U A R E F O O T (F E E T )S U R G E P R O T E C T I O N D E V I C E S P E C I F I C A T I O N S W I T C H B O A R D S W I T C H G E A R T W I S T L O C K T W I S T E D P A I R T E L E P H O N E T E R M I N A L B O A R D T E L E V I S I O N T Y P I C A L U N D E R G R O U N D U N I N T E R R U P T I B L E P O W E R S U P P L Y V O L T S V O L T A M P E R E V E R I F Y I N F I E L D V A R I A B L E F R E Q U E N C Y D R I V E W I R E L E S S A C C E S S P O I N T W I T H W I T H O U T W E A T H E R P R O O F T R A N S F O R M E R
A .
E .C . S H A L L R E F E R T O T H E M E C H A N I C A L D R A W I N G S F O R E X A C T L O C A T I O N S O F A L L M E C H A N I C A L
E Q U I P M E N T A N D E L E C T R I C A L C O N N E C T I O N S .
B .
E .C . S H A L L P R O V I D E M I N I M U M W O R K I N G C L E A R A N C E A S P E R N E C B E F O R E I N S T A L L I N G A N Y E L E C T R I C A L
P A N E L S O R C A B I N E T S . S E E E L E C T R I C A L E Q U I P M E N T C L E A R A N C E D E T A I L .
C .
I N S T A L L A L L L I G H T F I X T U R E S I N M E C H A N I C A L R O O M A F T E R T H E M E C H A N I C A L E Q U I P M E N T I S I N P L A C E .
A D J U S T A S N E C E S S A R Y . P R O V I D E C H A I N S U S P E N S I O N K I T S A S R E Q U I R E D .
D .
R E F E R T O A R C H I T E C T U R A L R E F L E C T E D C E I L I N G P L A N (S ) F O R E X A C T F I X T U R E L O C A T I O N S , C E I L I N G
T Y P E S , E T C .
E .
E .C . S H A L L P R O V I D E A L L C O N C R E T E P A D S A S R E Q U I R E D F O R A L L E L E C T R I C A L E Q U I P M E N T .
F .
C O N F I R M E X A C T L O C A T I O N S O F A L L T E L E P H O N E /D A T A O U T L E T S W I T H O W N E R P R I O R T O R O U G H -I N .
G .
L O C A T E S W I T C H E S , O U T L E T S , E T C ., S H O W N A T R O O M E N T R Y D O O R W A Y S , A S C L O S E T O D O O R F R A M E A S
P O S S I B L E , S O A S N O T R O I N T E R F E R E W I T H R O O M C A B I N E T S , E T C .
H .
S U P P O R T A L L L I G H T F I X T U R E S I N D E P E N D E N T O F C E I L I N G .
I .
E L E C T R I C A L C O N T R A C T O R S H A L L O B T A I N A L L A P P L I C A B L E P E R M I T S F O R W O R K A N D P A Y A S S O C I A T E D
F E E S .
J .
M A I N T A I N 2 4 " M I N . C L E A R A N C E F R O M A L L C O M M U N I C A T I O N S C A B L I N G A N D E L E C T R O N I C B A L L A S T S .
K .
U N L E S S S P E C I F I C A L L Y I N D I C A T E D O T H E R W I S E , E .C . S H A L L C O O R D I N A T E W I T H A N Y S P E C I A L S Y S T E M S
S U P P L I E R /S H O P D R A W I N G S ; D E N T A L , M E D I C A L , K I T C H E N , S P E C I A L I Z E D E Q U I P M E N T , E T C . F O R T H E E X A C T
R O U G H -I N R E Q U I R E M E N T S F O R T H E I R E Q U I P M E N T . A L S O U N L E S S I N D I C A T E D O T H E R W I S E , T H E E .C . T O
B E R E S P O N S I B L E F O R F I N A L E L E C T R I C A L C O N N E C T I O N S T O A L L S P E C I A L E Q U I P M E N T .
L .
A L L C O N D U I T /R A C E W A Y /C A B L E S T O B E C O N C E A L E D I N W A L L S O R A B O V E C E I L I N G S . I F A N Y S U R F A C E
W O R K I S N E C E S S A R Y , I T S H A L L B E A P P R O V E D B Y T H E A R C H I T E C T /E N G I N E E R P R I O R T O I N S T A L L A T I O N .
M .
E L E C T R I C A L C O N T R A C T O R S H A L L V I S I T T H E S I T E P R I O R T O B I D A N D T H O R O U G H L Y I N V E S T I G A T E T H E
E X I S T I N G C O N D I T I O N S , A S T H E Y R E L A T E T O T H E S C O P E O F W O R K D E S C R I B E D . M A K E N E C E S S A R Y
P R O V I S I O N S I N T H E B A S E B I D T O A D E Q U A T E L Y A C C O M M O D A T E T H E S E C O N D I T I O N S .
N .
D A T A C A B L I N G S Y S T E M P R E -I N S T A L L A T I O N C O N F E R E N C E :
1 .
E .C . S H A L L S C H E D U L E A M E E T I N G A M I N I M U M O F F I V E C A L E N D A R D A Y S P R I O R T O B E G I N N I N G D A T A
C A B L I N G I N S T A L L A T I O N . A T T E N D E E S S H O U L D I N C L U D E O W N E R ’S R E P ., E N G I N E E R , G C , E C A N D
C A B L I N G S U B . R E F E R T O S E C T I O N 2 6 6 2 1 0 (1 .4 )(E )
F O R A D D I T I O N A L I N F O R M A T I O N .
P R O J E C T G E N E R A L N O T E S :
C O N T A C T :
J a r o m T a y l o r N e x a n t
(8 0 1 ) 7 4 6 -1 6 2 3
F O R A S S I S T A N C E
U T I L I T Y L I G H T I N G R E B A T E S & I N C E N T I V E S :
I T S H A L L B E T H E R E S P O N S I B I L I T Y O F T H E E L E C T R I C A L C O N T R A C T O R T O P R E P A R E A L L R E Q U I R E D
A P P L I C A T I O N S A N D I N F O R M A T I O N R E Q U I R E D T O P R O V I D E T H E O W N E R W I T H T H E M A X I M U M A M O U N T O F
R E B A T E D O L L A R S F R O M T H E L O C A L U T I L I T Y C O M P A N Y . T H E E L E C T R I C A L C O N T R A C T O R S H A L L S U B M I T
V E R I F I C A T I O N O F T H E U T I L I T Y C O M P A N Y P R E -A P P L I C A T I O N A P P R O V A L P R I O R T O O R D E R I N G A N Y M A T E R I A L S .
T Y P I C A L D E V I C E M O U N T I N G H E I G H T S :
G E N E R A L C O O R D I N A T I O N N O T E :
G E N E R A L D E T A I L N O T E S :
F I N I S H F L O O R
1 ' -
6 ''
T H E R M O S T A T O R S E N S O R
V E R I F Y W I T H M .C . P R I O R T O
L I G H T S W .
(O R A S N O T E D )
* 4 ' -
0 ''
* 3 ' -
6 ''
(O R A S N O T E D )
R E C E P T A C L E
@ M I L L W O R K
B A C K S P L A S H
C
A
B
.
D
I
M
E
N
S
I
O
N
S
P
E
R
A
R
C
H
.
D
E
T
A
I
L
6 "
C A B I N E T
*
E .C . S H A L L C O O R D I N A T E A L L D E V I C E
M O U N T I N G H G T S . A N D E X A C T L O C A T I O N
W I T H A R C H I T E C T U R A L I N T E R I O R
E L E V A T I O N S R E P O R T C O N F L I C T S T O
A R C H I T E C T **P R I O R T O R O U G H -I N **
R O U G H -I N .
T Y P I C A L F O R A L L D E V I C E S
M O U N T E D A B O V E C O U N T E R
(i e C .O .'S , D A T A , P H O N E e t c .)
A .B .C .D .
A L L M O U N T I N G H E I G H T S T Y P I C A L U N L E S S
N O T E D O T H E R W I S E .
C O O R D I N A T E O U T L E T H E I G H T S W I T H
A R C H I T E C T S M I L L W O R K D W G S . T O I N S U R E
T H A T O U T L E T S W I L L N O T F A L L B E H I N D
C A B I N E T S , B A C K S P L A S H E S , O R I N T E R F E R E
W I T H W A I N S C O T I N G , E T C .
A L L S W I T C H E S A N D T H E R M O S T A T S T O B E
M O U N T E D A S C L O S E T O D O O R J A M S A S
P O S S I B L E . C O O R D I N A T E A L L D E V I C E S W I T H
A R C H I T E C T U R A L P L A N S A N D D E T A I L S .
C O O R D I N A T E L I G H T S W I T C H & O U T L E T
H E I G H T S W I T H
A R C H I T E C T U R A L
W A I N S C O T I N G A N D O R T I L E W O R K S O A S
N O T T O F A L L M I D W A Y I N T H E S E F I N I S H E S .
F I R E
6 ' -
8 ''
F I R E A L A R M N O T I F I C A T I O N
D E V I C E
F I R E
M A N U A L P U L L S T A T I O N
H A N D L E S H A L L B E
B E T W E E N 4 2 " & 4 8 " A F F
C A B I N E T
R E C E P T .
T E L E /D A T A
O U T L E T
T V
O U T L E T
E L E C T R I C A L E Q U I P . C L E A R A N C E E L E C T R I C A L E Q U I P M E N T NOTE #1 N O T E #4NOTE#3 N O T E #2 N O T E S :1 . T H E M I N I M U M H E A D R O O M O F W O R K I N G S P A C E S H A L L B E 6 1 /2 F T .2 . T H E W I D T H O F T H E W O R K I N G S P A C E S H A L L B E T H E W I D T H O F T H E E Q U I P M E N T O R 3 0 ", W H I C H E V E R I S G R E A T E R . T H E P A N E L D O O R S H A L L O P E N A T L E A S T 9 0 D E G R E E S .3 . A L L C I R C U I T B R E A K E R S , W H E N I N T H I E R H I G H E S T P O S I T I O N , S H A L L N O T B E M O R E T H A N 6 F T 7 I N . A B O V E T H E F I N I S H E D F L O O R .4 . 3 F T C L E A R A N C E I F 0 -1 5 0 V T O G R O U N D , 3 .5 F T C L E A R A N C E I F 1 5 1 -6 0 0 V T O G R O U N D . 4 F T I F E X P O S E D L I V E P A R T S O N B O T H S I D E S O F T H E W O R K I N G S P A C E .G E N E R A L N O T E S :A . A L L W O R K I N G S P A C E C L E A R A N C E S A R E F R O M T H E F A C E O F T H E E Q U I P M E N T .8 2 7 0 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER1823 E . C e n t e r P o c a t e l l o , I d a h o 8 3 2 0 1 t e l (2 0 8 ) 2 3 2 -4 4 3 9 w w w .p a y n e e n g i n e e r i n g i n c .c o mEngineering I n c .C o n s u l t i n g E n g i n e e r s3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 s h e e t :t i t l e :r e v i s i o n s :p r o j e c t # :d a t e :U N L E S S A P R O F E S S I O N A L S E A L W I T H S I G N A T U R E A N D D A T E I S A F F I X E D , T H I S D O C U M E N T I S P R E L I M I N A R Y A N D I S N O T I N T E N D E D F O R C O N S T R U C T I O N , R E C O R D I N G P U R P O S E S , O R I M P L E M E N T A T I O N T H E D E S I G N S S H O W N A N D D E S C R I B E D H E R E I N I N C L U D I N G A L L T E C H N I C A L D R A W I N G S , G R A P H I C R E P R E S E N T A T I O N S & M O D E L S T H E R E O F , A R E P R O P R I E T A R Y & C A N N O T B E C O P I E D , D U P L I C A T E D , O R C O M M E R C I A L L Y E X P L O I T E D I N W H O L E O R I N P A R T W I T H O U T T H E S O L E A N D E X P R E S S W R I T T E N P E R M I S S I O N F R O M M E T H O D S T U D I O I N C .p r o j e c t :
E D C B A
E D C B A
1
2
3
4
5
6
1
2
3
4
5
6 b y u i d a h o p r o j e c t # : 1 2 2 4 9 P .E . #:2 2 8 0 0 7 -1 5 -2 0 2 2 E G 1 0 0ELECTRICALSYMBOLS &D E T A I L S22.0 0 2 0 J u l y 1 5 , 2 0 2 2101 E V i k i n g S t D r i v e R e x b u r g , I D 8 3 4 6 0BYUIMANWARINGWELCOMECENTERREMODEL B i d S e t
L I G H T I N G C O N T R O L (n L I G H T ) S Y S T E M S C H E D U L E
T Y P E
D E S C R I P T I O N M F G R .C A T A L O G #N O T E S
C E I L I N G S E N S O R S
n D 1
D U A L -T E C H N O L O G Y , S M A L L M O T I O N , C E I L I N G
O C C U P A N C Y S E N S O R W / A U T O D I M M I N G C O N T R O L
P H O T O C E L L
S E N S O R S W I T C H n C M -P D T -9 -R J B -A D C X
R E L A Y P A C K S /P O W E R S U P P L I E S & I N T E R F A C E D E V I C E S
n P S 8 0
n L I G H T P O W E R P A C K
S E N S O R S W I T C H n P S 8 0
W A L L S W I T C H E S
n D
n L I G H T O N /O F F P U S H B U T T O N W /D I M M I N G S E N S O R S W I T C H n P O D M -D X 3
n D C
n L I G H T O N /O F F P U S H B U T T O N W /D I M M I N G , C O L O R
C O R R E C T I O N
S E N S O R S W I T C H n P O D M -D X -C C T 3
L I G H T I N G F I X T U R E S C H E D U L E
T Y P E
D E S C R I P T I O N
M O U N T I N G
V O L T S
L U M E N S
C O L O R
T E M P .(K )
M F G R .
C A T A L O G #
N O T E S
F 1
2 X 2 F L A T P A N E L
R E C E S S E D
1 2 0 -2 7 7
4 0 0 0
4 0 0 0
L I T H O N I A
E P A N L -2 X 2 -4 0 0 0 L M -8 0 C R I -4 0 K -M I N 1 -n L I G H T -M V O L T
8
F 2
2 X 2 L E D T R O F F E R
R E C E S S E D
1 2 0 -2 7 7
4 0 0 0
4 0 0 0
L I T H O N I A
2 B L T 2 -T U W H -P R O P -4 0 L -A D S M V O L T -N 1 0 0
F 3
4 F T L E D W R A P A R O U N D
S U S P E N D E D
1 2 0 -2 7 7
4 0 0 0
4 0 0 0
L I T H O N I A
B L W P -4 0 0 0 -A D P -E Z 1 -L P 8 4 0 -N 1 0 0
2 , 8
F 4
E X I T S I G N
W A L L O R
C E I L I N G
1 2 0 -2 7 7
N /A
N /A
L I T H O N I A
L Q M -S -W -3 -G -2 0 /2 7 7 -E L N M 6
1 .
R E F E R T O D R A W I N G S F O R F I X T U R E S R E Q U I R E D T O H A V E 0 -1 0 V O R S T E P -L E V E L D I M M I N G C O N T R O L . P R O V I D E F I X T U R E (S ) W I T H L E D D R I V E R (S )
A N D R E Q U I R E D D I M M I N G /S W I T C H -L E G C O N D U C T O R S B E T W E E N S W I T C H (E S ) A N D F I X T U R E (S ) T O P R O V I D E C O N T R O L A S I N D I C A T E D O N
D R A W I N G S .
2 .
S U S P E N D F I X T U R E S L E V E L W I T H B O T T O M O F S T R U C T U R E .
3 .
S C B A -
S T A N D A R D C O L O R B Y A R C H I T E C T /O W N E R (C O O R D I N A T E C O L O R W I T H A R C H I T E C T /O W N E R P R I O R T O O R D E R I N G .)
4 .
F I E L D A D J U S T P E N D A N T L E N G T H A S R E Q U I R E D , V E R I F Y L E N G T H W I T H C O U N T E R A S D I R E C T E D B Y A R C H I T E C T .
5 .
R E F E R T O A R C H I T E C T U R A L E L E V A T I O N D R A W I N G S F O R P L A C E M E N T A N D M O U N T I N G H E I G H T O F F I X T U R E S .
6 .
P R O V I D E A N D I N S T A L L 1 2 0 V F A C T O R Y A P P R O V E D D I M M E R S W I T C H F O R T R A C K : A C U I T Y P /N : S Y N E R G Y I S D 4 0 0 E L V 1 2 0 .
7 .
P R O V I D E A L L C O M P O N E N T S F O R C O M P L E T E I N S T A L L A T I O N , I N C L U D I N G B U T N O T L I M I T E D T O : E N D F E E D S , C O N N E C T O R S A N D E T C .
8 .
T H E S U F F E X 'E ' D E N O T E S A F I X T U R E F U R N I S H E D W I T H A N E M E R G E N C Y T R A N S F E R D E V I C E .
L I G H T F I X T U R E S C H E D U L E N O T E S :
•
L I G H T I N G F I X T U R E S I N D I C A T E D I N S C H E D U L E A R E B A S I S O F D E S I G N , A L T E R N A T E M A N U F A C T U R E R S S H A L L B E P R E -A P P R O V E D B Y A D D E N D U M .
A L T E R N A T E M A N U C A T U R E R S S H A L L S U B M I T P E R -A P P R O V A L S T O E N G I N E E R A M I N I M U M O F 1 0 D A Y S P R I O R T O P R O J E C T B I D D A T E .
G E N E R A L L I G H T I N G S C H E D U L E N O T E S :
1 .
P R O V I D E 0 -1 0 V D I M M I N G C O N D U C T O R S (G R E Y & V I O L E T ) B E T W E E N D E V I C E A N D L I G H T F I X T U R E (S ) F O R D I M M I N G A S I N D I C A T E D O N D W G S .
2 .
R O U T E A S S O C I A T E D R O O M L T G C I R C U I T T H R O U G H R E L A Y F O R C O N T R O L , P R O V D E 0 -1 0 V D I M M I N G A N D L O W V O L T A G E C O N N E C T I O N S A S
I N D I C A T E D O N D R A W I N G S A N D D E T A I L S .
3 .
D E V I C E C O L O R S H A L L M A T C H W I R I N G D E V I C E S ; R E F E R T O S P E C I F I C A T I O N S .
4 .
M O U N T D E V I C E T O B O T T O M O F S T R U C T U R E .
n L I G H T L I G H T I N G C O N T R O L S C H E D U L E N O T E S :
n L I G H T L I G H T I N G C O N T R O L S C H E D U L E G E N E R A L N O T E S :
•
E .C . S H A L L B E R E S P O N S I B L E F O R P R O V I D I N G A L L L I G H T I N G C O N T R O L C O M M I S S I O N I N G /P R O G R A M M I N G O F A L L n L I G H T C O M P O N E N T S . T H E
C O M M I S S I O N I N G /P R O G R A M M I N G S H A L L B E D O N E B Y A n L I G H T C E R T I F I E D T E C H N I C I A N .
•
E .C . S H A L L N O T I F Y O W N E R 1 -W E E K P R I O R T O C O M M I S S I O N I N G /P R O G R A M M I N G O F T H E S Y S T E M S O T H A T T H E O W N E R C A N P R O V I D E
R E P R E S E N T A T I V E S D U R I N G T H E C O M M I S S I O N I N G /P R O G R A M M I N G P E R I O D .
S E C U R I T Y & A C C E S S C O N T R O L S Y M B O L S C H E D U L E
N O T E : A L L S Y M B O L S M A Y N O T B E U S E D
S Y M B O L
D E S C R I P T I O N
C A R D R E A D E R /K E Y P A D L O C A T I O N ; U T I L I Z E 4 S Q . B O X W /1 -G A N G M U D R I N G A N D 3 /4 "C . W /
P U L L S T R I N G T O N E A R E S T A C C E S S I B L E C E I L I N G S P A C E .
C R
C A M
S E C U R I T Y C A M E R A : P R O V I D E A N D I N S T A L L A 4 S Q . B O X W /3 /4 "C ., T O N E A R E S T
A C C E S S I B L E C E I L I N G S P A C E & 1 -C A T 6 A C A B L E T O I T R O O M . T E R M I N A T E J A C K O N T H E
C A B L E F O R C A M E R A . C A M E R A T O B E P R O V I D E D A N D I N S T A L L E D B Y O W N E R O V E R B O X ;
C O O R D I N A T E R O U G H -I N W I T H O W N E R C A M E R A S P E C .
C O N N E C T I O N T O D O O R F R A M E F O R A C C E S S C O N T R O L . P R O V I D E (1 )3 /4 "C W /P U L L S T R I N G
F R O M D O O R T O N E A R E S T A C C E S S S I B L E C E I L I N G S P A C E .
•
E .C . I S R E S P O N S I B L E F O R R O U G H -I N F O R A C C E S S C O N T R O L S Y S T E M ; E Q U I P M E N T A N D C A B L I N G T O B E
P R O V I D E D A N D I N S T A L L E D B Y O W N E R . E .C . S H A L L C O O R D I N A T E R O U G H -I N O F A C C E S S C O N T R O L
S Y S T E M W I T H B Y U -I P R I O R T O R O U G H -I N .
•
E .C . I S R E S P O N S I B L E F O R R O U G H -I N , C A B L I N G A N D T E R M I N A T I O N S F O R S E C U R I T Y C A M E R A 'S . C A M E R A S
W I L L B E P R O V I D E D A N D I N S T A L L E D B Y B Y U -I . E .C . S H A L L C O O R I N A T E L O C A T I O N S A N D R O U G H -I N W I T H
B Y U -I P R I O R T O W O R K B E I N G D O N E .
G E N E R A L S E C U R I T Y & A C C E S S C O N T R O L N O T E S :
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8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting Engineers3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND I S NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:
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6 b y u i d a h o p r o j e c t # : 12249 P.E. #:2280 07-15-2022 ED100EXISTINGELECTRICALPLANS22.0020 July 15, 2022101 E Viking St Drive Rexburg, ID 83460BYUIMANWARINGWELCOMECENTERREMODEL Bid SetA. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:
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#
A. IN GENERAL, UNLESS SPECIFICALLY INDICATED OTHERW ISE, ALL EXISTING ELECTRICAL EQUIPMENT SHOWN SHALL BE REMOVED. WHEN EXISTING SWITCH AND OR OUTLET BOXES FALL WITHIN OR NEAR NEW OUTLETS/SWITCHES SHOWN IN NEW DESIGN, THE E.C. MAY UTILIZE THE EXISTING ROUGH -IN, ETC. IN LIEU OF INSTALLING NEW. CONTRACTOR MUST HOWEVER MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN. ELECTRICAL CONTRACTOR MAY UTILIZE ANY EXISTING RACEWAYS WHERE THEY ARE COMPATIBLE WITH NEW DESIGN/SYSTEMS. PROVIDE ALL NEW DEVICES AND COVERS.B. ALL EXISTING ELECTRICAL MAY NOT APPEAR ON THESE PLANS, HOWEVER THE ABOVE INFORMATION APPLIES.C. PROVIDE AND INSTALL BLANK COVERS ON ALL UNUSED SWITCH/OUTLET/J-BOXES WHERE REQUIRED.D. ALL WALL DEVICES THAT ARE EXISTING TO REMAIN, SH ALL BE ADAPTED TO NEW WALL COVERINGS, REFER TO ARCHITECTURAL DRAWINGS FOR EXACT WALL LOCATIONS, THICKNESS, ETC.E. PRIOR TO THE START OF ANY DEMOLITION WORK, DISCONNECTING ANY POWER AND OR TELE/DATA SYSTEMS, THE CONTRACTOR SHALL COORDINATE DOWN-TIME WITH THE OWNER.F. REFER TO ARCHITECTURAL PLANS FOR EXTENT OF DEMOLITION, DETAILS, ETC.G. REMOVE OR RELOCATE ELECTRICAL AS NECESSARY FOR NEW WORK.H. WHERE EXISTING CIRCUITS ARE TO BE RE-USED, EXTEN D AS NECESSARY. MAINTAIN ELECTRICAL CONTINUITY TO DOWNSTREAM EQUIPMENT TO REMAIN.I. EXISTING SHOWN TO REMAIN, MAY NEED TO BE REMOVED AND RE-INSTALLED ONLY AS NECESSARY FOR EXTENDING OR MODIFICATION OF EXISTING CIRCUITS OR WIRING.J. REFER TO MECHANICAL PLANS FOR EXTENT OF MECHANIC AL EQUIPMENT TO BE REMOVED OR RELOCATED.K. REMOVE ALL UNUSED EQUIPMENT WIRING, CONDUIT AND BOXES IN ALL AREAS. ABANDON ONLY IN CONCEALED AREAS.L. CONTRACTOR MY UTILIZE ANY EXISTING CONDUIT WHERE COMPATIBLE WITH NEW DESIGN, AND IF IN GOOD CONDITIO N AND COMPLIES WITH SPECIFICATIONS.M. WHEN ANY MODIFICATIONS ARE MADE TO ANY EXISTING ELECTRICAL PANEL TO REMAIN, CONTRACTOR TO PROVIDE NEW TYPE WRITTEN INDEX TO REFLECT ALL NEW AND EXISTING LOADS.N. REMOVE ALL EQUIPMENT, RACEWAYS, CABLES,ETC. NOT USED IN FINISHED AREAS.GENERAL NOTES:1. ALL CIRCUIT BREAKERS FROM DEMOLITIONED PANELS SHALL BE BOXED UP AND DELIVERED TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER. 2. ALL CONDUCTORS BEING REMOVED THAT ARE RATED 100 AMPS AND ABOVE SHALL BE DELIVERED TO THE CAMPUS RECYCLING CENTER.3. ALL TRANSFORMERS BEING REMOVED SHALL BE DELIVERE D TO THE OWNER, TO AN ON CAMPUS LOCATION AS DIRECTED BY OWNER.4. UNLESS INDICATED ABOVE, ALL OTHER MATERIAL SHALL BE DISPOSED OF LEGALLY BY THE CONTRACTOR. SPECIAL DEMOLITION NOTES:
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25 25
28 28
30 30
32 32
34 34
38 38
40 40
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24 24
26 26
27 27
29 29
31 31
33 33
35 35
37 37
39 39
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[1
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25 25
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24 24
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8270 S T A T E O F I D A H O T O D D P A Y N EREGISTEREDRPOFESSIONALENGINEER1823 E. Center Pocatello, Idaho 83201 tel (208) 232 -4439 www.payneengineeringinc.comEngineering Inc.Consulting Engineers3 6 0 w e s t a s p e n a v e n u e s a l t l a k e c i t y , u t a h 8 4 1 0 1 8 0 1 5 3 2 4 4 2 2 sheet:title:revisions :p r o j e c t # :d a t e :UNLESS A PROFESSIONAL SEAL WITH SIGNATURE AND DATE IS AFFIXED, THIS DOCUMENT IS PRELIMINARY AND I S NOT INTENDED FOR CONSTRUCTION, RECORDING PURPOSES, OR IMPLEMENTATION THE DESIGNS SHOWN AND DESCRIBED HEREIN INCLUDING ALL TECHNICAL DRAWINGS, GRAPHIC REPRESENTATIONS & MODELS THEREOF, ARE PROPRIETARY & CAN NOT BE COPIED, DUPLICATED, OR COMMERCIALLY EXPLOITED IN WHOLE OR IN PART WITHOUT THE SOLE AND EXPRESS WRITTEN PERMISSION FROM METHOD STUDIO INC.project:
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1
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6 b y u i d a h o p r o j e c t # : 12249 P.E. #:2280 07-15-2022 EE100ELECTRICALPLANS22.0020 July 15, 2022101 E Viking St Drive Rexburg, ID 83460BYUIMANWARINGWELCOMECENTERREMODEL Bid SetA. REFER TO SYMBOL SCHEDULE SHEET FOR PROJECT GENERAL NOTES AND GENERAL NOTES ASSOCIATED WITH THE INSTALLATION OF EACH SYSTEM, INCLUDINB BUT NOT LIMITED TO; LIGHTING, POWER, FIRE ALARM, SPECIAL SYSTEMS, ETC. GENERAL NOTES:1 CONTROL THIS FIXTURE WITH SURROUNDING FIXTURES.PROVIDE AN UNSWITCHED NORMAL POWER SENSING CIRCUIT AND EMERGENCY POWER TO THE GENERATOR TRANSFER DEVICE. CONNECT SUCH THAT FIXTURE WILL ILLUMINATE UPON POWER FAILURE.2
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ALL NECESSARY BRACKETS, COVERS, CONNECTORS, ETC.REQUIRED FOR INSTALLATION.5
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INDICATED, UTILIZE EXISTING SPARE AND CIRCUITS MADE AVAILABLE DURING DEMOLITION. PROVIDE AND INSTALL NE W PANEL INDEXES TO REFLECT CONNECTED LOADS.KEY NOTES:#
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1. E.C. SHALL PROVIDE AND INSTALL A NEW 15A 3 POLE BREAKER FOR EQUIPMENT IN SPECIFIED PANEL.MECHANICAL SCHEDULE NOTES:
A.
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TION SHALL BE
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(
6
)
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F
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LOWING:
a.
A
L
I
S
T
O
F
M
A
T
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R
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A
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S
T
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A
T
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OJECT,
IN
C
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C
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F
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.
b.
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