HomeMy WebLinkAboutPLANS - 23-00012 - BYUI Taylor Chapel - ADA RampVICINITY MAP
DRAWING INDEX
SITE MAP
SCALE: A1 DETAIL
XXX
2
XX
X
XX.XX
ROOM
NUM
NAME
SYMBOLS LEGEND
ROOM IDENTIFICATION
NUMBER
DOOR NUMBER
REFERENCE NOTE
GLAZING TYPE
PARTITON WALL TYPE
INTERIOR ELEVATION
WALL SECTION
EXTERIOR ELEVATION
DETAIL
REVISION DELTA
ROOM NUMBER
ELEVATION
NUMBER
SHEET NUMBER
ELEVATION
NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
SECTION NUMBER
SHEET NUMBER
DETAIL NUMBER
SHEET NUMBER
REVISION NUMBER
BUILDING SECTION
DETAIL TITLE
ROOM NAME
SHADE INDICATES
ELEVATED WALLA1
A2A4
A3
AFF
CMU
EIFS
ABOVE FINISH FLOOR
CONCRETE MASONRY UNIT
EXTERIOR INSULATED FINISH
EQ EQUAL
MAX MAXIMUM
MIN MINIMUM
NIC NOT IN CONTRACT
O.C. ON CENTER
SPEC SPECIFICATION
SIM SIMILAR
TYP TYPICAL
T.O. TOP OF
B.O. BOTTOM OF
ABBREVIATIONS MATERIAL LEGEND
CONCRETE
STUD WALL
GRAVEL
COMPACTED FILL
AND/OR EARTH
BATT INSULATION
RIGID INSULATION
CMU (CONCRETE MASONRY UNIT)
GYPSUM BOARD OR
CONCRETE
SURFACE
PROJECT NUMBER:
PROJECT ARCHITECT
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
TAYLOR CHAPEL ADA RAMP
Permit Set
1-03-23
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
22075
FFKR ARCHITECTS
730 WEST PACIFIC AVE
SALT LAKE CITY, UT 84104
(801) 517-4300
TBSE INC.
233 N 1250 WEST #201
CENTERVILLE, UT 84014
(801) 298-8795
STRUCTURAL ENGINEER
PROJECT TEAM
SHEET NO. SHEET NAME
G100 Cover
ARCHITECTURAL
AD100 DEMOLITION PLAN
AE100 CHAPEL PLAN
AE201 CHAPEL 3D VIEWS
AE410 EXISTING MILLWORK IMAGES
AE411 EXISTING MILLWORK IMAGES
AE600 SECTIONS, DETAILS & FINISHES
STRUCTURAL
S-001 GENERAL NOTES
S-101 PLAN AND DETAILS
02.08
02.05
02.02
02.05
02.01 02.01
02.01
02.01
02.08
4'
-
6
"
5' - 6"
3' - 0"
2'
-
6
"
3' - 0"
2'
-
6
"
CUT INTO CONRETE SLAB
TO MAKE LEVEL WITH
PODIUM
02.03
REMOVE CABINET BESIDE PODIUM
FOR WHEELCHAIR ACCESS. SEE
A2/AE410
02.07
02.09
02.09
02.09
02.09
REF. D4/AE411
2 3'
-
1
0
"
9 ' -
6
"
3
'
-
9
"
02.10
GENERAL NOTES
1. GENERAL CONTRACTOR TO
COORDINATE WITH OWNER HOW
TO PROTECT EXISTING
FURNISHINGS PRIOR TO
CONSTRUCTION.
2. PROTECT CARPET WHERE
POSSIBLE
3. PEWS TO BE TAKEN OUT AND
REPLACED WITH NEW PEWS. SEE
PEW SCHEDULE. FABRIC TO BE
FB1 AND WOOD TO MATCH WD1.
SEE SPECS
4. SEE SHEETS AE410 AND AE411
FOR REFERENCE ELEVATION
IMAGES OF ROSTRUM MILLWORK.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
1/
5
/
2
0
2
3
8
:
3
9
:
0
4
A
M
AD100
DEMOLITION
PLAN
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
Pe
r
m
i
t
S
e
t
-
1
-
0
3
-
2
3
BY
U
-I
d
a
h
o
22075
SCALE:1/4" = 1'-0"A1 CHAPEL DEMOLITION PLAN
02.01 EXISTING COLUMN, PROTECT DURING CONSTRUCTION
02.02 EXISTING STAIRS, TO REMAIN
02.03 EXISTING STAIRS, TO BE DEMOLISHED
02.05 PROTECT TRAVERTINE SURFACES DURING CONSTRUCTION
02.07 REMOVE EXISTING PEWS
02.08 PROTECT EXISTING CHOIR SEATING DURING
CONSTRUCTION. TO BE REUPHOLSTERED AND FINISHED
BY OWNER.
02.09 PROTECT EXISTING CARPET WHERE POSSIBLE
02.10 PARTIALLY REMOVE EXT'G CONCRETE
UP UP
MAIN CHAPEL
190
P-1 P-1
P-2
P-3
P-4
P-5
P-6
P-7
P-8
P-9
P-10
P-11P-12
P-13
P-4
P-14
P-12
P-15
P-16
P-10
P-17
P-18
P-3
P-12
P-19
P-20
P-21
P-22
P-23
P-24
P-25
P-26
P-15
12.67A
02.05
02.05
02.05
02.05
12.02 12.01
02.01
13.01
HW1
02.08
02.01
02.01
02.01
03.09
02.02
4'
-
6
"
5' - 6"
6'
-
5
1
/
2
"
AE600
B2
AE600
B1
6'
-
0
"
7' - 3"
6
'
-
0
"
M
I N . C
L
E
A
R
4 ' -
0
"
M I N . C L E A R
4 ' - 0 "
6 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3 ' - 0 "
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
3'
-
0
"
6'
-
2
1
/
2
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
M
I
N
.
C
L
E
A
R
4
'
-
0
"
MIN. CLEAR
4' - 0"
3 ' -
1
0
1
/
4
"
T Y P .
1 0 "
2 ' - 0 "
6'
-
2
"
6'
-
2
1
/
2
"
8' - 11 25/32"
5'
-
1
1
7
/
1
6
"
CENTER PEWS TO BE CENTERED IN ROOM
EQ EQ
4' - 3 7/8"
150°1 5 0 °
09.15
CPT1
CPT1
CPT1
CPT1
09.16
CPT1
C/L
09.17
CPT1
09.17
CPT1
09.17
CPT1
GENERAL NOTES
1. FLOORING FINISH TO MATCH
EXISTING. SEE FINISH SCHEDULE
CPT1 FOR CARPET.
2. GENERAL CONTRACTOR TO
COORDINATE WITH OWNER
REMOVAL AND REPLACEMENT OF
CHOIR SEATING. OWNER IN
CHARGE OF REUPHOLSTERY AND
REFINISHING OF FURNISHINGS.
3. ALL EXISTING MILLWORK TO BE
REFINISHED AND REPLACED
WHERE NECESSARY, TO MATCH
EXISTING MAPLE. SEE SHEETS
AE410 AND AE411 FOR
REFERENCE.
4. EXISTING TRAVERTINE TO BE
BUFFED AND REFINISHED.
5. PEWS TO BE TAKEN OUT AND
REPLACED WITH NEW PEWS. SEE
PEW SCHEDULE. FABRIC TO BE
FB1 AND WOOD TO MATCH WD1.
SEE SPECS
6. ON SITE MOCK UP IS REQUIRED
PRIOR TO FABRICATION AND
INSTALLATION OF PEWS.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
1/
5
/
2
0
2
3
8
:
3
9
:
0
5
A
M
AE100
CHAPEL
PLAN
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
Pe
r
m
i
t
S
e
t
-
1
-
0
3
-
2
3
BY
U
-I
d
a
h
o
22075
SCALE: 1/4" = 1'-0"
A1 CHAPEL FLOOR PLAN
PEW SCHEDULE
Type Mark Width Count
P-1 7' - 6" 2
P-2 7' - 0" 1
P-3 13' - 0" 2
P-4 14' - 10" 2
P-5 16' - 4" 1
P-6 17' - 10" 1
P-7 19' - 6" 1
P-8 21' - 0" 1
P-9 22' - 6" 1
P-10 21' - 6" 2
P-11 22' - 3" 1
P-12 17' - 6" 3
P-13 13' - 6" 1
P-14 16' - 2" 1
P-15 18' - 10" 2
P-16 20' - 0" 1
P-17 23' - 0" 1
P-18 24' - 2" 1
P-19 19' - 0" 1
P-20 20' - 10" 1
P-21 22' - 5" 1
P-22 23' - 8" 1
P-23 25' - 5" 1
P-24 26' - 8" 1
P-25 25' - 0" 1
P-26 26' - 0" 1
Grand total: 33
02.01 EXISTING COLUMN, PROTECT DURING CONSTRUCTION
02.02 EXISTING STAIRS, TO REMAIN
02.05 PROTECT TRAVERTINE SURFACES DURING
CONSTRUCTION
02.08 PROTECT EXISTING CHOIR SEATING DURING
CONSTRUCTION. TO BE REUPHOLSTERED AND FINISHED
BY OWNER.
03.09 NEW RAMP AND STAIRWAY, POURED CONCRETE
09.15 CARPET TO WRAP SIDES OF ROSTRUM STEPS
09.16 EXTEND CARPET WHERE THE CABINET USED TO BE
09.17 PATCH AND REPAIR EXISTING CARPET AS REQUIRED
12.01 OWNER TO REMOVE OR PROTECT IN PLACE EXISTING
ORGAN
12.02 OWNER TO REMOVE OR PROTECT IN PLACE EXISTING
PIANO
12.67A
13.01 CABINET PULL, RE FINISH SCHEDULE
GENERAL NOTES
1. ALL EXISTING MILLWORK TO BE
REFINISHED AND REPLACED
WHERE NECESSARY, TO MATCH
EXISTING MAPLE.
2. EXISTING TRAVERTINE TO BE
BUFFED, CHIP REPAIRED, AND
SEALED.
3. CABINET PULLS ON ROSTRUM TO
BE REPLACED WITH HW1.
REFERENCE FINISH SCHEDULE
4. IMAGES FOR REFERENCE ONLY.
MILLWORK STAIN FINISH AND
DRAWINGS MUST BE APPROVED
BY INTERIOR DESIGNER AND
OWNER PRIOR TO
CONSTRUCTION.
5. PROTECT EXISTING CARPET
DURING CONSTRUCTION.
6. CONTRACTOR TO COORDINATE
WITH ELECTRICIAN ON
PROTECTING CURRENT
TECHNOLOGY DURING
CONSTRUCTION.
7. REPLACE EXISTING HANDRAILS TO
BE STAINLESS STEEL 1 1/2"
ROUND, TO MATCH NEW RAILING
ON RAMP.
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
1/
5
/
2
0
2
3
8
:
3
9
:
0
7
A
M
AE410
EXISTING
MILLWORK
IMAGES
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
Pe
r
m
i
t
S
e
t
-
1
-
0
3
-
2
3
BY
U
-I
d
a
h
o
22075
B4 -ROSTRUM CABINETRY
A1 -ROSTRUM CABINETRY A2 -ROSTRUM CABINETRY A3 -ROSTRUM CABINETRY A4 -ROSTRUM CABINETRY A5 -ROSTRUM CABINETRY A6 -ROSTRUM CABINETRY
B1 -ROSTRUM CABINETRY B2 -ROSTRUM CABINETRY B3 -ROSTRUM CABINETRY B5 -PODIUM
CABINETRY
B6 -PODIUM
CABINETRY
C1 -ROSTRUM
BACK MILLWORK
C2 -ROSTRUM BACK MILLWORK C3 -ROSTRUM CABINETRY C4 -ROSTRUM CABINETRY C5 -ROSTRUM CABINETRY C6 -ROSTRUM CABINETRY
D1 -ROSTRUM
FRONT MILLWORK
D2 -ROSTRUM
FRONT MILLWORK
D3 -ROSTRUM
FRONT MILLWORK
D4 -ROSTRUM
FRONT MILLWORK
D5 -ROSTRUM
FRONT MILLWORK
D6 -ROSTRUM
FRONT MILLWORK
D7 -ROSTRUM
FRONT MILLWORK
D8 -ROSTRUM
SIDE MILLWORK
D9 -ROSTRUM
BACK MILLWORK
E1 -ROSTRUM
FRONT MILLWORK
E2 -ROSTRUM
FRONT MILLWORK
E3 -ROSTRUM
FRONT MILLWORK
E4 -ROSTRUM
FRONT MILLWORK
E5 -ROSTRUM
FRONT MILLWORK
E6 -ROSTRUM
FRONT MILLWORK
E7 -ROSTRUM
FRONT MILLWORK
E8 -ROSTRUM
FRONT MILLWORK
E9 -PODIUM
FRONT MILLWORK
REBUFF, FILL IN CHIPS, AND
SEAL TRAVERTINE COUNTER
REFINISH ALL MILLWORK TO
MATCH EXISTING
REBUFF, FILL IN CHIPS, AND
SEAL TRAVERTINE COUNTER
REFINISH ALL MILLWORK TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REMOVE CABINET TO THE RIGHT OF
PODIUM AND REFINISH MILLWORK TO BE
LIKE IMAGE C2/AE410
REFINISH GRILLS TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH GRILLS TO
MATCH EXISTING
REFINISH MILLWORK
REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK
REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK
REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK REFINISH MILLWORK
REFINISH MILLWORK REFINISH MILLWORK
REPLACE PULLS WITH HW1
REPLACE PULLS WITH HW1
REPLACE PULLS
WITH HW1
REPLACE PULLS WITH HW1
REPLACE PULLS WITH HW1
REPLACE PULLS WITH HW1
REPLACE PULLS WITH HW1 REPLACE PULLS WITH HW1
REFINISH MILLWORK
REFINISH
MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
REFINISH MILLWORK
GENERAL NOTES
1. ALL EXISTING MILLWORK TO BE
REFINISHED AND REPLACED
WHERE NECESSARY, TO MATCH
EXISTING MAPLE.
2. EXISTING TRAVERTINE TO BE
BUFFED, CHIP REPAIRED, AND
SEALED.
3. CABINET PULLS ON ROSTRUM TO
BE REPLACED WITH HW1.
REFERENCE FINISH SCHEDULE
4. IMAGES FOR REFERENCE ONLY.
MILLWORK STAIN FINISH AND
DRAWINGS MUST BE APPROVED
BY INTERIOR DESIGNER AND
OWNER PRIOR TO
CONSTRUCTION.
5. PROTECT EXISTING CARPET
DURING CONSTRUCTION.
6. CONTRACTOR TO COORDINATE
WITH ELECTRICIAN ON
PROTECTING CURRENT
TECHNOLOGY DURING
CONSTRUCTION.
7. REPLACE EXISTING HANDRAILS TO
BE STAINLESS STEEL 1 1/2"
ROUND, TO MATCH NEW RAILING
ON RAMP.
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
1/
5
/
2
0
2
3
8
:
3
9
:
0
8
A
M
AE411
EXISTING
MILLWORK
IMAGES
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
Pe
r
m
i
t
S
e
t
-
1
-
0
3
-
2
3
BY
U
-I
d
a
h
o
22075
E1 -ROSTRUM CABINETRY E2 -ROSTRUM CABINETRY E3 -ROSTRUM CABINETRY E4 -ROSTRUM CABINETRY E5 -ROSTRUM BACK MILLWORK
D1 -ROSTRUM BACK MILLWORK D2 -ROSTRUM BACK MILLWORK D3 -ROSTRUM BACK MILLWORK D4 -ROSTRUM
SIDE MILLWORK
D5 -EXISTING
MILLWORK
D6 -ROSTRUM COUNTER D7 -ROSTRUM COUNTER
C1 -ROSTRUM COUNTER C2 -ROSTRUM COUNTER C3 -ROSTRUM COUNTER C4 -PODIUM LEFT C5 -PODIUM TOP C6 -PODIUM RIGHT
B1 -ROSTRUM COUNTER B2 -ROSTRUM COUNTER B3 -ROSTRUM COUNTER B4 -ROSTRUM COUNTER B5 -ROSTRUM
COUNTER
REPLACE PULLS WITH HW1
REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER
REFINISH ALL MILLWORK TO MATCH EXISTING
KEEP STRUCTURE OF MILLWORK UNLESS
DAMAGED. REFINISH ALL PANELS
REPLACE HARDWARE
WITH HW1
REPLACE RAILING TO MATCH
NEW RAILING ON STAIRS
THIS STAIR TO BE DEMO'D,
EXTEND MILLWORK STYLE
ACROSS NEW SURFACE
THIS CABINET TO BE REMOVED FOR ADA ACCESS
REFINISH MILLWORK TO MATCH EXISTING
REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER
REFINISH STEP IN SAME MILLWORK
REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL
TRAVERTINE COUNTER
REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER
REFINISH MILLWORK
REFINISH MILLWORK IN SAME STYLE, AND MATCH TO
EXISTING FINISH REFINISH MILLWORK IN SAME STYLE, AND MATCH TO
EXISTING FINISH
REBUFF, FILL IN CHIPS, AND
SEAL TRAVERTINE COUNTER
REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER REBUFF, FILL IN CHIPS, AND SEAL TRAVERTINE COUNTER
REPLACE HARDWARE
WITH HW1
KEEP STRUCTURE OF MILLWORK UNLESS
DAMAGED. REFINISH ALL PANELS
REPLACE HARDWARE
WITH HW1
PROTECT CARPET DURING CONSTRUCTION
WHERE POSSIBLE
REFINISH MILLWORK TO MATCH TO EXISTING
REFINISH MILLWORK TO MATCH TO EXISTING
REFINISH MILLWORK TO MATCH TO EXISTING
REFINISH MILLWORK TO MATCH TO EXISTING
2"
3'
-
0
"
06.05
09.13
2"
CPT1
WD2
GL1
4"
09.15
05.14
3'
-
6
"
AE600
C4 D1
AE600
A4
B4 CPT1
1
'
-
0
"
1
'
-
0
"
1
'
-
0
"
1
1
/
2
"
2 1'
-
0
"
3
'
-
0
"
02.06
02.05
05.12
CPT1
CPT1
D2
AE600DOWN DO WN
101' - 9"
EXT'G
105' - 0"
EXT'G
1 ' -
0
"
1
'
-
0
"
1 ' - 0 "
09.14
1 " / 1'-
0 "
A1
AE600
________
D
AE600
C1
2"
12.05
11.01
06.05
5' - 6"
CPT1
09.17
06.06
09.13
WD2
CPT1
09.15
05.14
4"
3'
-
0
"
2"
3'
-
6
"
5' - 6"
09.13
05.13
GL1
WD2
09.1409.14
D2
AE600
05.14
06.05
3'
-
3
"
101' - 9"
05.12
1 " / 1 '-0 "
3'
-
0
"
EQ EQ EQ EQ EQ EQ EQ1' - 0"1' - 0"
AS REQ'D
1" / 1'-0"
GL1
09.13
WD2
05.13
05.1106.05
05.14
SEE STRUCTURAL DRAWINGS FOR RAMP
101' - 9"
EXT'G
105' - 0"
EXT'G
TRAVERTINE
1' - 0"
3'
-
3
"
ALIGN
3'
-
0
"
09.14
GL1
05.14
09.13
05.13
1' - 0"
GLASS
MOUNTED
101' - 9"
06.05
05.03
3" x 4"
GENERAL NOTES
1. ALL EXISTING MILLWORK TO BE
REFINISHED AND REPLACED
WHERE NECESSARY, TO MATCH
EXISTING MAPLE.
2. EXISTING TRAVERTINE TO BE
BUFFED, CHIP REPAIRED, AND
SEALED.
3. CABINET PULLS ON ROSTRUM TO
BE REPLACED WITH HW1.
REFERENCE FINISH SCHEDULE
4. IMAGES FOR REFERENCE ONLY.
MILLWORK STAIN FINISH AND
DRAWINGS MUST BE APPROVED
BY INTERIOR DESIGNER AND
OWNER PRIOR TO
CONSTRUCTION.
5. PROTECT EXISTING CARPET
DURING CONSTRUCTION.
6. CONTRACTOR TO COORDINATE
WITH ELECTRICIAN ON
PROTECTING CURRENT
TECHNOLOGY DURING
CONSTRUCTION.
7. REPLACE EXISTING HANDRAILS TO
BE STAINLESS STEEL 1 1/2"
ROUND, TO MATCH NEW RAILING
ON RAMP.
GENERAL NOTES
1. FLOORING FINISH TO MATCH
EXISTING. SEE FINISH SCHEDULE
CPT1 FOR CARPET.
2. GENERAL CONTRACTOR TO
COORDINATE WITH OWNER
REMOVAL AND REPLACEMENT OF
CHOIR SEATING. OWNER IN
CHARGE OF REUPHOLSTERY AND
REFINISHING OF FURNISHINGS.
3. ALL EXISTING MILLWORK TO BE
REFINISHED AND REPLACED
WHERE NECESSARY, TO MATCH
EXISTING MAPLE. SEE SHEETS
AE410 AND AE411 FOR
REFERENCE.
4. EXISTING TRAVERTINE TO BE
BUFFED AND REFINISHED.
5. PEWS TO BE TAKEN OUT AND
REPLACED WITH NEW PEWS. SEE
PEW SCHEDULE. FABRIC TO BE
FB1 AND WOOD TO MATCH WD1.
SEE SPECS
6. ON SITE MOCK UP IS REQUIRED
PRIOR TO FABRICATION AND
INSTALLATION OF PEWS.
3 EQ TREADS @ 12"
3' - 0"
4
E
Q
R
I
S
E
R
S
@
5
1
/
4
"
1'
-
9
"
RE. STRU. DWG
09.14 CPT1
06.03
02.06
05.14
3' - 9 1/2"
3'
-
0
"
1' - 0"
3'
-
3
"
101' - 9"
T.O. LANDING
WALL
MOUNTED
3'
-
0
"
MA
T
C
H
E
X
T
'
G
T
R
A
V
E
R
T
I
N
E
H
E
I
G
H
T
3'
-
3
"
F
.
V
.
1/2" CLEAR TEMPERED GLASS
GUARDRAIL WITH POLISHED EDGES
GLAZING GASKET
BRUSHED STAINLESS STEEL
BASE CLADDING
SURFACE MOUNTED BASE SHOE
CAST IN PLACE CONCRETE
CARPET
ANODIZED AL. CARPET EDGE TRIM
STAINLESS STEEL
STAINLESS STEEL HANDRAIL
1" X 1" SOLID MAPLE TO MATCH
WOOD SPECIE AT ROSTRUM,1 1/2"
4" X 4" ANGLE, RE. STRU. DWG.
1/2" CLEAR TEMPERED GLASS
GUARDRAIL WITH POLISHED EDGES
GLAZING GASKET
BRUSHED STAINLESS STEEL
BASE CLADDING
SURFACE MOUNTED BASE SHOE
CONC. STAIRS
CARPET
ANODIZED AL. CARPET EDGE TRIM
3" X 4" ANGLE, W/ FLUSH BOLTS
BLOCKING
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
1/
5
/
2
0
2
3
8
:
3
9
:
1
0
A
M
AE600
SECTIONS,
DETAILS &
FINISHES
TA
Y
L
O
R
C
H
A
P
E
L
A
D
A
R
A
M
P
En
t
e
r
a
d
d
r
e
s
s
h
e
r
e
Pe
r
m
i
t
S
e
t
-
1
-
0
3
-
2
3
BY
U
-I
d
a
h
o
22075
FINISH LEGEND
TAG PRODUCT TYPE SPECIFICATIONS NOTES
FLOORING
CPT1 CARPET MANF: INTERFACE
TYPE: CARPET TILE
STYLE/PATTERN: VIEWPOINT II COLLECTION,
URBAN GRID II
COLOR: 009838
DIMENSIONS: 19.69" X 19.69"
PILE HEIGHT: .16"
INSTALL: MATCH EXISTING
LOCATION: CHAPEL
PROVIDED BY: ATTIC STORAGE, AND GC IF THERE IS NOT ENOUGH IN ATTIC
STORAGE.
INSTALLED BY: GENERAL CONTRACTOR
REP: BRIAN TITUS
REP PHONE: 801-695-5868
REP EMAIL: BRIAN.TITUS@INTERFACE.COM
MILLWORK SPECIALTIES
WD1 WOOD/ WOOD
FINISH
MANF: TREE FROG
TYPE: WALNUT WOOD VENEER
STYLE/PATTERN: 60416 WALNUT GROOVE
COLOR: WALNUT GROOVE
LOCATION: CHAPEL PEWS, AND CHOIR SEATING
PROVIDED BY: PROCUREMENT
INSTALLED BY: PROCUREMENT
REP:
REP PHONE:
REP EMAIL:
WD2 WOOD/ WOOD
FINISH
MANF: TBD
TYPE: MAPLE
STYLE/PATTERN: MATCH EXISTING
COLOR: MATCH EXISTING
LOCATION: CHAPEL MILLWORK, RAILINGS
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
MISCELLANEOUS
FB1 FABRIC MANF: POLLACK
STYLE/PATTERN: HOT SPOT
COLOR: 2402/08 MIDNIGHT SKY
CONTENTS: 55% POST CONSUMER RECYCLED
POLYESTER, 25% NYLON, 20% POLYESTER
WIDTH: 54"
REPEAT: 3/4" X 3/4"
LOCATION: CHAPEL PEWS AND CHOIR SEATING
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
GL1 GLASS MANF:
STYLE/PATTERN:
COLOR:
THICKNESS:
EDGE:
FSR:
INSTALLATION:
LOCATION:
PROVIDED BY:
INSTALLED BY:
REP:
REP PHONE:
REP EMAIL:
HW1 HARDWARE MANF: REJUVENATION
STYLE/PATTERN: MISSION DRAWER PULL
MODEL NO: C7938
COLOR: POLISHED NICKEL
CENTER TO CENTER: 4"
LOCATION: ROSTRUM CABINETS
PROVIDED BY: GENERAL CONTRACTOR
INSTALLED BY: GENERAL CONTRACTOR
REP:
REP PHONE:
REP EMAIL:
SCALE:1 1/2" = 1'-0"A3 CHORISTER RAILING DETAIL
SCALE: 1/2" = 1'-0"
B2 STAIR AND RAMP ENLARGED PLAN
SCALE: 3/4" = 1'-0"
B1 ENLARGED CHAPEL PLAN
SCALE: 3/4" = 1'-0"
C1 CHORISTER RAILING ELEVATION SCALE: 1/2" = 1'-0"
C4 RAMP ELEVATION
SCALE: 1/2" = 1'-0"
B4 HANDRAIL ELEVATION
SCALE: 1/2" = 1'-0"
A4 RAMP ELEVATION
SCALE: 3/4" = 1'-0"
D1 STAIR ELEVATION
02.05 PROTECT TRAVERTINE SURFACES DURING CONSTRUCTION
02.06 REBUFF AND SEAL TRAVERTINE SURFACES
05.03 STEEL ANGLE
05.11 STAINLESS STEEL HANDRAIL SUPPORT
05.12 STAINLESS STEEL, 1.5" DIAMETER, FLAT RAILING END CAP
05.13 STAINLESS STEEL RAILING, ADA COMPLIANT, 1 1/2"
DIAMETER
05.14 STAINLESS STEEL SHOE
06.03 REFINISH/SURFACE MILLWORK TO MATCH EXISTING MAPLE
FINISH, WD2
06.05 SOLID MAPLE RAILING CAP, TO MATCH EXISTING MILLWORK
06.06 SOLID MAPLE HANDRAIL TO MATCH EXISTING MILLWORK, 1
1/2" DIAMETER
09.13 1/2" CLEAR TEMPERED GLASS WITH POLISHED EDGES
09.14 CARPET
09.15 CARPET TO WRAP SIDES OF ROSTRUM STEPS
09.17 PATCH AND REPAIR EXISTING CARPET AS REQUIRED
11.01 SPEAKER TO BE RE-ROUTED THROUGH FLOOR, RE
ELECTRICAL
12.05 NEW PEWS, SEE SPECS AND PEW SCHEDULE
SCALE: 3/4" = 1'-0"
D2 STAIR SECTION
SCALE: 1 1/2" = 1'-0"
A2 GUARDRAIL SECTION @ RAMP
SCALE: 1 1/2" = 1'-0"
A1 GUARD RAIL SECTION @ STAIRS
STRUCTURAL GENERAL NOTES
BASIS OF DESIGN
1.GOVERNING BUILDING CODE...............................................2018 IBC
2.OCCUPANCY CATEGORY.......................................................II
3.LOAD COMBINATIONS:
ASD -GRAVITY AND LATERAL.......................................1605.3.1
4.GRAVITY DESIGN:
LIVE LOAD (UNIFORMLY DISTRIBUTED LOADS)
RAMP..............................................................................100 PSF
5.LATERAL DESIGN:NA
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.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.
B.THE CONTRACT DOCUMENTS SHALL TAKE PRECEDENCE OVER SHOP DRAWINGS UNLESS
SPECIFICALLY NOTED OTHERWISE.
C.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.
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.
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.
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".
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. MINIMUM LAP SHALL BE
24 INCHES LONG.
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 NOT EXPOSED TO EARTH OR WEATHER:
SLABS ON GRADE.....................................................................CENTER OF SLAB
G.NO REINFORCING SHALL BE WELDED UNLESS SPECIFICALLY NOTED AS SUCH. USE E90XX
ELECTRODES AND ASTM A706 REINFORCING. COMPLY WITH AWS D1.4 REQUIREMENTS.
POST-INSTALLED ANCHORS
1.EPOXY ANCHORS:
A.THE FOLLOWING EPOXY ADHESIVES SYSTEMS SHALL BE ALLOWED:
FOR CONCRETE:
SIMPSON SET-3G
SIMPSON SET-XP
SIMPSON AT-XP
HILTI HIT-RE 500-V3
HILTI HIT-RE 100
B.ALL ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. AS A MINIMUM BOLT
HOLES SHALL BE WIRE BRUSHED AND CLEANED WITH COMPRESSED AIR.
C.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.
D.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 HILTI HY200,
SIMPSON AT-XP.
2.MECHANICAL ANCHORS
A.THE FOLLOWING MECHANICAL ANCHORS SHALL BE ALLOWED:
SIMPSON TITEN HD
HILTI KWIK HUS-EZ
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.
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.
STRUCTURAL STEEL SHOP DRAWINGS.
WELDING PROCEDURES AND CERTIFICATIONS.
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.NO DEFFERRED SUBMITTALS
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.
WELDING: ALL SHOP AND FIELD WELDS. INSPECTOR SHALL BE AWS-QC1 CERTIFIED. SEE
ATTACHED TABLE LABELED REQUIRED VERIFICATION AND INSPECTION OF STEEL
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.
WELDING:TYPE, SIZE, LENGTH, AND QUALITY OF ALL SHOP AND FIELD WELDS BY
APPROVED METHODS. ULTRASONICALLY TEST ALL COMPLETE PENETRATION WELDS.
3.STRUCTURAL OBSERVATIONS:
A.THE STRUCTURAL ENGINEER SHALL BE NOTIFIED TO PERFORM STRUCTURAL OBSERVATIONS
AT SIGNIFICANT STAGES OF CONSTRUCTION IN COORDINATION WITH THE ARCHITECT.
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.
2"
1"
0"
654321
654321
E
D
C
B
A
REFERENCE NOTES
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
12
/
2
1
/
2
0
2
2
3
:
2
3
:
5
3
A
M
S-001
GENERAL
NOTES
Ta
y
l
o
r
C
h
a
p
e
l
A
D
A
R
a
m
p
CD
-
1
2
/
2
2
/
2
0
2
2
BY
U
-I
D
A
H
O
22075
SLAB ON GRADE 3000 0.48 145 1 - 470 F0,S0,P0,C0
INTERIOR 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
FORMWORK X VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO
THE SHAPES, LINES, AND DIMENSIONS OF THE MEMBERS AS
REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS.
STRENGTH VERIFICATION X VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR
TO THE REMOVAL OF SHORES AND FORMS OR THE STRESSING OF
POST-TENSIONED TENDONS.
CURING TEMPERATURE AND TECHNIQUES X VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS KEPT
AT >50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT.
HIGH-EARLY-STRENGTH CONCRETE SHALL BE KEPT AT >50°F FOR
AT LEAST 3 DAYS. ACCELERATED CURING METHODS MAY BE USED
(SEE ACI 318: 5.11.3). THE AMBIENT TEMPERATURE FOR SHOTCRETE
SHALL BE >40°F FOR THE SAME PERIOD OF TIME AS NOTED FOR
CONCRETE. SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST
FOR AT LEAST 24 HOURS AFTER SHOTCRETING. ALL CONCRETE
MATERIALS, REINFORCEMENT, FORMS FILLERS, AND GROUND
SHALL BE FREE FROM FROST. IN HOT WEATHER CONDITIONS
ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID
PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED
WATER/CEMENT RATIO IS NOT EXCEEDED.
CONCRETE AND SHOTCRETE PLACEMENT X
CONCRETE SAMPLING FOR STRENGTH
TESTS, SLUMP, AIR CONTENT, AND
TEMPERATURE
X
USE OF REQUIRED MIX DESIGN X VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED
CONSTRUCTION DOCUMENTS; ACI 318-11: CH. 4,5.2-5.4; AND IBC
1904.3, 1913.2, 1913.3.
POST-INSTALLED ANCHORS OR DOWELS X ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY
INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT.
CAST-IN BOLTS AND EMBEDS X INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS
REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED OR
WHERE STRENGTH DESIGN IS USED.
REINFORCING STEEL X VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS OF
SPECIFIED TYPE, GRADE AND SIZE; THAT IT IS FREE OF OIL, DIRT,
AND RUST; THAT IT IS LOCATED AND SPACED PROPERLY; THAT
HOOKS, BENDS, TIES, STIRRUPS, AND SUPPLEMENTAL...
CONCRETE CONSTRUCTION (IBC 1705.3)
ITEM CONTIN-
UOUS PERIODIC DETAILED INSTRUCTION AND FREQUENCIES
CONCRETE CONSTRUCTION (IBC 1705.3 AND 1705.12.1)
12/21/2022
UP
DN
UP
DN
7.3 7.4 7.5 8.1 8.2 8.37.27.16.36.26.1
A
B
C
D
E
F
G
H
I
B1
S-101
_______
B3
S-101
B4
S-101
C W-6 A C W-6 A C W-6 A A3
S-101
1
L4X4X1/4 WITH 3/4"Ø HSA BY 5" AT 18"O.C.
6" CONCRETE WALL WITH #4 BARS AT
18"O.C. DRILL AND EPOXY INTO EXISTING
SLAB 3"
EXTEND BENT DOWEL 2' AND OVER LAP
WITH OTHER DOWEL.
4" CONCRETE SLAB ON GRADE/GRAVEL.
GRAVEL FILL
EXISTING SLAB ON GRADE
L4X4X1/4 WITH 3/4"Ø HSA BY 5" AT 18"O.C.
6" CONCRETE WALL WITH #4 BARS AT
18"O.C.
EXTEND BENT DOWEL 2' AND OVER LAP
WITH OTHER DOWEL.
4" CONCRETE SLAB ON GRADE/GRAVEL.
GRAVEL FILL
EXISTING SLAB ON GRADE
0'
-
8
"
M
I
N
I
M
U
M
#4 BAR AT 18"O.C., DRILL AND EPOXY, 3"
MINIMUM EMBED WITH 4" EXTENSION
Level 1
100' -0"
LEVEL 1 -T.O.
SLAB
100' -0"
SEE ARCHITECTURAL FOR HANDRAILS.
EXISTING SLAB ON GRADE
#3 NOSE BAR
#4 AT 18"O.C.
(2) #4 BARS DRILLED AND EPOXYED,
3" EMBEDMENT, EVENLY SPACED.S-101
B3
INDICATES NOTES ARE KEYED ON PLAN.
REFERENCE NOTES
1.REMOVE EXISTING CONCRTETE SLAB ON GRADE AS SHOWN.
EXTENT IS TO KEEP 4" MINIMUM SLAB.
GENERAL SHEET NOTES
2"
1"
0"
654321
654321
E
D
C
B
A
DATE REVISION
www.ffkr.com
www.ffkr.com
www.ffkr.com
www.ffkr.com
05/ 16/2 016 J WS
PROJECT NUMBER
12
/
2
1
/
2
0
2
2
3
:
2
3
:
5
6
A
M
S-101
PLAN AND
DETAILS
Ta
y
l
o
r
C
h
a
p
e
l
A
D
A
R
a
m
p
CD
-
1
2
/
2
2
/
2
0
2
2
BY
U
-I
D
A
H
O
22075
1/8" = 1'-0"S-101
C3
3/4" = 1'-0"S-101
B3
3/4" = 1'-0"S-101
B4
S-101
C1
1/4" = 1'-0"S-101
B1
3/4" = 1'-0"S-101
A3
12/21/2022