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(2) #6 CHORD
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CONT
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(2) #7
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(2) #7
BARS
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1/4" PL CONT
BOTTOM
OF BEAM
TOP OF
CMU
WALL PARALLEL TO DECKING SPAN
NOTE:
SLOT CMU AROUND BEAM
DO NOT CONNECT BEAM
TO CMU WALL
1" C
LE
AR
A
LL
A R
O U
N D
B M
S
3/16 3-12
TYP 3
SIDES TO
1/4" PL
CMU WALL
3/4"Ø ANCHOR BOLTS @ 16" OC
W/ 5" EMBEDMENT
LEDGER, SEE PLAN
FOR DECK DIRECTION,
SEE PLAN
METAL DECK PER PLAN
1/2" 2"
TY
P
1/
2"
TY
P
3"
1/
2" E
Q E
Q E
Q
1/ 2"
5'-0" LAP LENGTH
3/16
EA BAR
6"
PL 3/4" W/ (2) #7 REBARS
3" SPACING x 2'-0" LONG
Wx BM PER PLAN
5/8" THK PLATE
1/2" THK PLATE
(1) VERT ROWS
(4)#7 EMBED
REBARS
METAL DECK
PER PLAN
CMU WALL
PER PLAN
5/8" THK x 6"
WIDE PLATE 4'-0" 4"
SEE SCHED A2/S-514 FOR
SHEAR PLATE BOLTS
STD HOLE, TYP
2"
1/4
3/16 3/16
3" C
LR
P
ER
A 3/
A S0
S
PL
IC
E
, T
YP
8" CMU BLOCK
WALL W/ TYP REINF
PER PLAN
CONC MAT
SEE PLAN
#5 CONT TOP &
BOTTOM
DOWELS TO MATCH
VERT REINF
PL
AN
SE
E
BOTT OF MAT
ELEVATION
PROPERLY
COMPACTED
SELECT
GRANULAR
MATERIAL
M
IN12
TOP OF SLAB
SEE PLAN
C
LR
3"
P E
R A
3/ S
-5
LA
P
SP
LI
C E
SEE PLAN
BOTT OF FTG
ELEVATION
3"
8" CMU BLOCK
WALL W/ TYP REINF
PER PLAN
CONC SLAB SEE
PLAN
#5 CONT TOP & BOTT
DOWELS TO MATCH
VERT REINF
1'
6"
#6@12" OC
3-#5
PROPERLY
COMPACTED
SELECT
GRANULAR
MATERIAL
4" MINIMUM
CAPILLARY
WATER
BARRIER
" M
IN
OF
D E
SI
G
N E
D B
Y
US Army Corps of Engineers Honolulu District
A E
C O
M B
IS
H
O P
S Q
U A
R E
A
SB
T
O W
E R
B
IS
H O
P
ST
R E
E T, S U
IT
E
H O
N O
LU
LU
, H A
W A
II
/0
9/
FY
M C
A P
N
E
C H
O P
IE
R
R
ES
TO
R
AT
IO
N U
S A
R M
Y
KW
AJ
AL
EI
N
A
TO
LL
(U
SA
KA
A
B
C
D
2 3 4 5
P
LO
T S
C A
LE
S U
BM
IT
TE
D
B Y
D R
A W
N B
Y
S
IZ
E:
A
N S
I D
P
LO
T D
A
TE
C H
EC
KE
D B
Y
D
AT
E:
D R
A W
IN
G
N U
M
BE
R
LO
C
AT
IO
N C
O D
E
S O
LI
C
IT
./C
O N
TR
A
C T
N O
R E
V
IS
IO
N
FI
LE
N A
M E
M
A R
K D
E
SC
R
IP
TI
O
N D
A
TE
A
PP
R
M A
R K
D E
SC
R
IP
TI
O N
D A
TE
A
PP
R
U .S
. A R
M Y
C O
R
PS
O F
E N
G
IN
E
ER
S H
O N
O
LU
LU
D
IS
TR
IC
T
FT
S
H A
FT
E
R , H
AW
AI
I
SHEET
IDENTIFICATION
SHEET
/0
9/
W
A-
-D
-0
3-
R
TA
S U
BM
IT
TA
L
MOHAMED S.
ALAM
No. S 3648
Exp. 03-31-16
O N
-S H
O R
E
BU
IL
D
IN
G
K W
AJ
-E
C H
O -P
IE
R
_O S
_S
_C
EN
TR
A
L
As in di ca te d
S-511
M
IS
C
EL
LA
N
EO
U
S D
ET
A
IL
S
K.
N
GU
YE
N
M . R
AM
IR
EZ
S.
A
LA
M
1-
-0
S.
A
LA
M
149SCALE: 1 1/2" = 1'-0"S-511 REF: S-112
A1
CMU BEAM
POCKET DETAIL
, S114SCALE: N.T.S.S-511 REF: S-112
A2
METAL DECK BEARING ON
CMU WALL
SCALE: N.T.S.S-511 REF: S-112
B2
TYP NON-BEARING CMU WALL
SUPPORT
, S114
SCALE: N.T.S.S-511 REF: S-112
C2 LEDGER AT CMU WALL
, S114
S-511 SCALE: 1" = 1'-0"
A4 TYP BEAM DRAG CONNECTION TO CMW SHEAR WALL
RE: S114
SCALE: N.T.S.S-511
C3
8" INTERIOR MASONRY WALL
AT MAT FOUNDATION
REF: S113SCALE: N.T.S.S-511 REF: S-111
C4
TYPICAL 8" INTERIOR
MASONRY WALL FOOTING
DEPRESSED SLAB B
FINISHED GRADE
TOOLED EDGE
ASLAB EDGE
(2) #4 CONT
SLAB REINF
#4 CONT AS SHOWN
DEPRESSED SLAB
SEE ARCH MAX = 3"
2 MIN
S
EE
P
LA
N
MIN
8"
M
IN
1'
0"
S
EE
P
LA
N
MIN
8"
#4 @ 18" OC
DOWELS AT CURB
OPTIONAL POUR JOINT
CURB WHERE OCCURS
(1) #4 CONT
T
T/
SAWCUT SLAB
PROVIDE JOINT
SEALANT, SEE
SPECS
1" M
IN
SHRINKAGE JOINT
SLAB REINFORCING
SEE PLAN
PL
AN
DETAIL A-A
DETAIL A-A
1/4" MAX
1/8" MIN
FINISH
FLOOR
SE
ET
SOG
PER PLAN
SE
E
PL
AN
CONSTRUCTION
JOINT
CONSTRUCTION JOINT
DISCONTINUE
REINFORCING
AT JOINT
M
IN
1/
2"
T
8" 8"
FIN FLR
SOG PER
PLAN
#4 X 1'-8" LONG DOWEL @
12" OC. PROVIDE A SLEEVE
AT BAR DOWELS. EXTEND
1/2" PAST END OF OF
DOWEL AND SEAL END.
"B" "Ld"
3, PS
I
NOTE:
1. TOP BARS ARE HORIZONTAL REINFORCING BARS (EXCEPT
WALL HORIZ BARS) SO PLACED THAT MORE THAN 12" OF
FRESH CONCRETE IS CAST IN THE MEMBER BELOW THE BAR.
2. LAP LENGTH SHALL BE THAT OF THE SMALLER DIAMETER BAR
IN THE SPLICE.
"B"
"B"
"Ld" *
"B"
4, PS
I
"Ld" *
5, PS
I
"Ld" *
8'-9"7'-9"4'-8" 6'-9"2'-4" 3'-2" 3'-11" 9'-10" 10'-11"
7'-7"
5'-10"
6'-9"
5'-3"
5'-2"
6'-0"
6'-9"
2'-7"
3'-0"
3'-1"
3'-8"
4'-1"3'-5" 5'-11"
4'-6"
5'-3"
2'-1"
2'-5"
1'-7"
1'-10"
2'-1" 2'-9"
4'-8"2'-4" 2'-10" 4'-1"1'-11"1'-5"
9'-6"
7'-3"
8'-6"
6'-6"
6'-7"
7'-8"
8'-6"
5'-11"
6'-9"6'-0"3'-7" 5'-3"1'-10" 2'-5" 3'-0" 8'-5"7'-7"
LENGTH
SIZE
"B"
"B"
"Ld" *
3, P
S I
"B"
"Ld" *
4, P
S I
BAR
BAR
LENGTH
SIZE
5, P
S I
"Ld" *
4'-6"
5'-3"
5'-10"
5'-2"
6'-9"
#9
BASIC
5'-2"
4'-7"
6'-0"
3'-1"
3'-7"
2'-9"
4'-6"
4'-0"
5'-3"
4'-0"
4'-8"
2'-5"
2'-10"
3'-6"
4'-1"
1'-7"
1'-10"
1'-5" 1'-10"
2'-1"
2'-5"
1'-3"
1'-5" 1'-11"
1'-7"
2'-7"
2'-0"
2'-4"
2'-4"
3'-0"
#8#5 #6 #7#4#3
6'-6"
5'-7"
#11
6'-7"
5'-10"
7'-7"
5'-1"
5'-11"
#10
7'-3"
8'-5"
6'-6"
#9#8#5
TOP BARS
#6 #7#4#3 #11#10
4'-0"3'-7"2'-2" 3'-2"1'-1" 1'-5" 1'-10" 5'-0"4'-6"
DEVELOPMENT
LENGTH
LAP SPLICE
SPLICE
= 3,000 PSI, 4,000 PSI, 5,000 PSI cf'NOTE:
fy = 60,000 PSI
* Ld TO BE INCREASED BY 120% FOR ALL EPOXY-COATED
REINFORCEMENT.
STANDARD HOOKS AND BENDS
3" M
IN
6 d b O
R
6 d b O
R
ALTERNATE CORNERS
TIES TO BE PLACED AT
SPLICES FOR SUCCESSIVE
3"
MIN
COLUMN TIES
WALL BARS SHALL BE
TIED TOGETHER
4 db
2 1/2" MIN
BEAM STIRRUPS
6 db OR3" MIN
TYP
135° BEND,
SUPPLEMENTARY CROSSTIES
ENDS ON CONSECUTIVE
(ALTERNATE 90° AND 135°
CROSSTIES)
D = FINISHED INSIDE BEND DIA
db = BAR DIAMETER
D = 10db FOR #14 & #18 D = 8db FOR #9, #10 & #11 D = 6db FOR #3 THRU #8
DD D
BEND DIAMETER SCHED
db
D d b 6"
M
IN
3" M
IN
db
O R
6 db OR
3" M
IN
9"
TYP
4" M
IN
3" M
IN
3' -0
M
AX
6" M
IN
1'-6"
MIN
CONCRETE FILL SHALL BE PLACED
PRIOR TO POURING FOOTINGS
NO PIPES PERMITTED IN OR THROUGH FOOTING PROPER.
CONCRETE FILL SHALL BE SAME WIDTH AS FOOTING PAD
AND FULL WIDTH OF PIPE TRENCH. FOOTING SHALL BE
STEPPED PER TYPICAL STEPPED FOOTING DETAIL SO THAT
CONCRETE FILL DOES NOT EXCEED 3'-0" ABOVE PIPE
INVERT.
PIPE TRENCHES SHALL
BE LOCATED SO THAT
FOOTINGS WILL NOT BE
UNDERMINED
NO PIPE SHALL PASS
THROUGH THIS PORTION OF
FOOTING, SEE PLAN FOR SIZE
PIPE SLEEVE
NO EXCAVATION
BELOW THIS LINE
2 MIN
PIPE SLEEVE
ELEV A-A
A
A
30 D
CONCRETE
TWO LAYERS OF REINFORCING
ONE LAYER OF REINFORCING
#3 ( ) TIES @ TYP
(2) #5 MIN
HORIZ REINF
#5 MIN HOOK BARS AT BEAMS
AND FOOTINGS (TYP)
(2) #5 MIN
(2) #5 MIN
CORNER BAR MAY BE USED W/ STRAIGHT BARS
IN LIEU OF HOOKED HORIZONTAL BARS
30 D
CONCRETE
30 D
CONCRETE
30 D
CONCRETE
30 D
CONCRETE
CORNER BAR MAY BE USED W/ STRAIGHT
BARS IN LIEU OF HOOKED HORIZONTAL
BARS
#5 MIN
P
LA
N
SE
E
6"
CLR
1 1/2"
C
LR1"
DIMENSIONS
EQUIPMENT
SLAB REINF
SEE PLAN
#4 EA
CORNER &
@ 18" OC
MAX EA WAY
#4 @ 18" OC EW DRILL &
DOWEL W/ 4" EMBED
EPOXY ANCHORING
SYSTEM THAT SATISFY
PULL TEST REQUIREMENTS
ON SHEET S-012
ROUGHEN & CLEANOPTIONAL POUR JOINT
NOTE:
PAD DIM, AB SIZE & LOCATIONS, & OTHER EMBEDDED ITEMS
SHALL CONFORM TO EQUIPMENT MFG'S REQ'S. CONTRACTOR
SHALL COORDINATE WITH EQUIPMENT MFG ON EXACT DIM
BEFORE BUILDING THE EQUIPMENT PADS.
MIN
6"
MIN
6"
EQUIPMENT
ANCHORS BY
SUPPLIER
A4/S-512 ld PER
2" NON-SHRINK
METALLIC GROUT
BASE PL THICKNESS
STANDARD WASHER
M
IN
IM
U
M
EM
BE
D
M
EN
T
1 1/2" MIN
TYP
S
EE
S C
H
ED
U
LE
HEADED ANCHOR BOLT
BOLT DIAMETER "D"
SEE DETAILS
UNLESS SPECIFICALLY DETAILED.
MEASURED FROM TOP OF ADJACENT SLAB ON GRADE.
2. AT CONCRETE CURBS ANCHOR BOLT EMBEDMENT IS
NOTES: 1. USE MINIMUM EMBEDMENT FOR ALL ANCHOR BOLTS
BOLT
DIAMETER
D
EMBEDMENT
MINIMUM
2"1 1/4"1" 1 1/2"3/4" 7/8"1/2" 5/8"
16"8" 9" 12"8" 8"8" 8"
LEVELING
NUTS
OF
D E
SI
G
N E
D B
Y
US Army Corps of Engineers Honolulu District
A E
C O
M B
IS
H
O P
S Q
U A
R E
A
SB
T
O W
E R
B
IS
H O
P
ST
R E
E T, S U
IT
E
H O
N O
LU
LU
, H A
W A
II
/0
9/
FY
M C
A P
N
E
C H
O P
IE
R
R
ES
TO
R
AT
IO
N U
S A
R M
Y
KW
AJ
AL
EI
N
A
TO
LL
(U
SA
KA
A
B
C
D
2 3 4 5
P
LO
T S
C A
LE
S U
BM
IT
TE
D
B Y
D R
A W
N B
Y
S
IZ
E:
A
N S
I D
P
LO
T D
A
TE
C H
EC
KE
D B
Y
D
AT
E:
D R
A W
IN
G
N U
M
BE
R
LO
C
AT
IO
N C
O D
E
S O
LI
C
IT
./C
O N
TR
A
C T
N O
R E
V
IS
IO
N
FI
LE
N A
M E
M
A R
K D
E
SC
R
IP
TI
O
N D
A
TE
A
PP
R
M A
R K
D E
SC
R
IP
TI
O N
D A
TE
A
PP
R
U .S
. A R
M Y
C O
R
PS
O F
E N
G
IN
E
ER
S H
O N
O
LU
LU
D
IS
TR
IC
T
FT
S
H A
FT
E
R , H
AW
AI
I
SHEET
IDENTIFICATION
SHEET
/0
9/
W
A-
-D
-0
3-
R
TA
S U
BM
IT
TA
L
MOHAMED S.
ALAM
No. S 3648
Exp. 03-31-16
O N
-S H
O R
E
BU
IL
D
IN
G
K W
AJ
-E
C H
O -P
IE
R
_O S
_S
_C
EN
TR
A
L
As in di ca te d
S-512
TY
PI
C
AL
D E
TA
IL
S C
O N
C R
ET
E
K.
N
GU
YE
N
M . R
AM
IR
EZ
S.
A
LA
M
1-
-0
S.
A
LA
M
SCALE: N.T.S.S-512
C2 SLAB EDGE & DEPRESSED SLAB DETAIL
SCALE: N.T.S.S-512
B1 SLAB CONTROL JOINT (CJ)
SCALE: N.T.S.S-512
A1
SLAB CONSTRUCT
JOINT (CONST JT)
SCALE: N.T.S.S-512
A4
TYPICAL CONCRETE LAP
SPLICE / DEVELOPMENT
LENGTH
SCALE: N.T.S.S-512
C3
TYPICAL REINF. BAR BENDS
STIRRUPS AND TIES
SCALE: N.T.S.S-512
B3 TYPICAL PIPE AND TRENCH
SCALE: N.T.S.S-512
A3
TYP. BAR ENDS AND LAPS IN CONCRETE WALLS, FOOTING AND
BEAMS
SCALE: N.T.S.S-512
A5 INTERIOR EQUIPMENT PAD
SCALE: N.T.S.S-512
C4
TYPICAL ANCHOR BOLT
ASSEMBLY
2" C
LR
#4 @ 16"
LINTEL REINF SEE SCHED
48 DIA OR
OPENINGS LESS THAN 5'-0"
OPENINGS 7'-1" TO 10'-0"
ADD #4 @ 16" W/ STD
HOOK WHEN
JAMB/LINTEL BAR IS
#6 OR LARGER
AND HOOK-TYP
WHERE EXTENSION IS NOT POSSIBLE
EXTEND BARS AS FAR AS POSSIBLE
# OF
REBAR
2-#6
2-#7
2-#8
SIZE OF OPENING
OPENINGS 5'-1" TO 7'-0"
MASONRY JAMB
8" BLOCK
MASONRY LINTEL
(SILLS SIMILAR)
8" BLOCK
LINTEL REINFORCING SCHEDULE
NOTE: EXTEND JAMB
BARS FLR TO FLR, OR TO
ROOF WHERE OPENINGS
EXCEED 4'-0" IN WIDTH
OTHERWISE EXTEND 48
DIA OR 2'-0" MIN PAST
FACE OF OPENING.
WHEN "L" 32" USE ONE PIECE
REINF W/ STD HOOK EACH END
STANDARD HOOK WHERE
MIN EMBEDMENT NOT
POSSIBLE
2-#5, TYP
FLOOR LINE
ELEVATION
MASONRY PIER
8" BLOCK
2'-0" MIN, TYP
HORIZONTAL WALL BARS IN MASONRY
SHOULD HAVE A 180 DEGREE HOOK
AT EACH END, TYP.
OPENINGS 10'-0" TO 16'-0"4-#8
(2 LAYERS)
W H
IC
H
E
VE
R
IS
L
AR
G E
R , T
YP
" D
IA
O
R
'-0 " M
IN
ADD'L #4 @
16" PER JAMB
DETAIL
2' - 0"4"
LAP
* 48 DIA
L < 4'-0"
NOTE:
1.
SEE WALL REINFORCEMENT
INFO. ON PLAN
LAP CORNER UNITS IN
SUCCESSIVE COURSES
FOR CORNER BARS,
LAPS, SEE DETAIL A3
&A4/S-513
C M
U
8"
CMU
8" ld8" C M
U
NOTES:
3/8" x 1 PREMOLD JOINT
MATERIAL EA SIDE SEE
SPECS FOR SEALANT
TY
P
LC
1. CONTINUOUS HORIZ STEEL. 25'-0" MAX SPACING OF JOINTS.
2. WHERE ELEMENTS SUCH AS BEAMS, JOISTS, BRIDGING OR
PILASTERS MEET AT A MASONRY WALL, JOINTS SHALL BE
MOVED BY 16" MINIMUM.
3. CONTROL JOINTS SHALL NOT BE LOCATED ANYWHERE
WITHIN OPENINGS.
NOTE:
FOR TYPICAL REINFORCING SEE
WALL ELEVATIONS. CONTROL JOINT
GROUT FULL
W=3/8"
(1 /4
" M
IN
W /2
BACKER ROD &
SEALANT
PREMOLD JT
OR RAKE 3/4"
SEE WALL
REINFORCEMENT
ELEVATIONS
AS
REQD
PROVIDE DOWELS TO
MATCH WALL REINF
SHOWN ON WALL
ELEVATIONS
CORNER BARS DETAILS
SIM. FOR LAPS, SEE
DETAIL A3/S-513
C M
U
8"
SEE WALL
REINFORCEMENT
INFO. ON PLAN
3/8x1 PREMOLD
JOINT MATERIAL
EACH SIDE. SEE
SPECS. FOR
SEALANT
TY
P
8" C M
U ld
"B"
"Ld"
DEVELOPMENT
= 2,500 PSI
LENGTH
f 'mNOTE:
LAP SPLICE
fy
SPLICE
= 60,000 PSI
BASIC
COVER (IN)
BAR SIZE
2 4 6
Ld (FT) & B
Ld (FT) & B
Ld (FT) & B
#3 1'-0" 1'-0" 1'-0"
#4 1'-8" 1'-4" 1'-9"
#5 2'-8" 1'-8" 2'-0"
#6 4'-9" 2'-6" 3'-0"
#7 6'-6" 3'-3" 3'-6"
#8 9'-9" 5'-0" 4'-6"
#9 12'-4" 6'-3" 5'-0"
* Ld TO BE INCREASED BY 150% FOR ALL EXPOXY-COATED
REINFORCEMENT
TOP OF SLAB
SEE PLAN
C
LR
3"
P E
R A
3/ S
-5
LA
P
SP
LI
C E
SEE PLAN
BOTT OF FTG
ELEVATION
3"
8" CMU BLOCK
WALL W/ TYP REINF
PER PLAN
CONC SLAB SEE
PLAN
EXT SLAB
SEE CIVIL
DWG CS104
#5 CONT TOP & BOTT
DOWELS TO MATCH
VERT REINF
1'
6"
#6@12" OC
3-#5
PROPERLY
COMPACTED
SELECT
GRANULAR
MATERIAL
CAPILLARY
WATER
BARRIER
PER PLAN
" M
IN
24" MIN
3" C
LR
P E
R A
3/ S
-5
S
PL
IC
E
, T
YP
8" CMU BLOCK
WALL W/ TYP REINF
PER PLAN
CONC MAT
SEE PLAN
EXT SLAB
SEE CIVIL
DWG CP101
#5 CONT TOP &
BOTTOM
DOWELS TO MATCH
VERT REINF
S
EE
P
LA
N
#7 @ 8" OC
TOP & BOTTOM
EACH WAY
BOTT OF MAT
ELEVATION
1% SLOPE
PROPERLY
COMPACTED
SELECT
GRANULAR
MATERIAL
M
IN12
MIN
12"
1' - 6"
FIN
FLOOR
1'
0"
P
ER
A 3/
S -5
SLAB REINF
SEE PLAN
DOWELS TO
MATCH VERT
REINF
2-#4 x CONT
8" CONC BLOCK
WALL PARTITION #5
VERT @ 16" OC @ CL
OF WALL & #5 HORIZ
@ 24" OC, TYP AT
CENTER OF WALL
CAPILLARY
WATER
BARRIER
PER PLAN
PROPERLY
COMPACTED
SELECT
GRANULAR
MATERIAL
" M
IN
OF
D E
SI
G
N E
D B
Y
US Army Corps of Engineers Honolulu District
A E
C O
M B
IS
H
O P
S Q
U A
R E
A
SB
T
O W
E R
B
IS
H O
P
ST
R E
E T, S U
IT
E
H O
N O
LU
LU
, H A
W A
II
/0
9/
FY
M C
A P
N
E
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W
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R
TA
S U
BM
IT
TA
L
MOHAMED S.
ALAM
No. S 3648
Exp. 03-31-16
O N
-S H
O R
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BU
IL
D
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K W
AJ
-E
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S-513
TY
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TA
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N
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N
M . R
AM
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EZ
S.
A
LA
M
1-
-0
S.
A
LA
M
SCALE: N.T.S.S-513
B3 TYPICAL MASONRY WALL OPENING REINFORCING (CONC SIM)
SCALE: 3/4" = 1'-0"S-513
A1
MASONRY
CORNER DETAIL
SCALE: N.T.S.S-513
A2 TYPICAL CONTROL JOINT
SCALE: N.T.S.S-513
A4 MASONRY WALL CORNER
SCALE: N.T.S.S-513
B4
MASONRY WALL
INTERSECTION
SCALE: N.T.S.S-513
A3
TYP CMU LAP SPLICE /
DEVELOPMENT LENGTH
SCALE: N.T.S.S-513 REF: S-111
A5
TYPICAL 8" EXTERIOR
MASONRY WALL FOOTING
SCALE: N.T.S.S-513
B5
8" EXTERIOR MASONRY WALL
AT MAT FOUNDATION
SCALE: N.T.S.S-513 REF: S-111
C4
TYPICAL NON-BEARING
MASONRY PARTITION WALL
, S113REF: S113
3" 3"
3" MAX1 1/2" TYP
10" AND SMALLER
12" TO 14"
16"
18" TO 21"
DEPTH OF BEAM
3/8"2 5/16"
3/8"
3/8"
3/8"
5/16"
5/16"
5/16"
BEAM CONN BOLTING SCHEDULE
CONN PL, tMIN No OF
7/8" DIA BOLTS WELD SIZE "A"
PLATE, t
SEE NOTE 1
SEE SCHED
1. PROVIDE FULL HEIGHT CONN PLATE WHEN BEAM OCCURS ON
ONE SIDE ONLY AND AT MOMENT FRAME BEAMS
2. ALL BOLTS SHALL BE 7/8" DIA ASTM-A325N UNO.
3. USE STANDARD HOLES. (SHORT SLOTTED HOLES ARE PERMITTED)
4. FILLET WELDS SHALL BE SIZED AS SHOWN IN SCHEDULE
UNLESS A GREATER SIZE IS REQUIRED BY AISC.
TYP
FOR BM SIZE
SEE PLAN
NOTES:
1 1/2" TYP
BOLTS SEE SCHED
FOR SIZE & NUMBER OF
GIRDER BM, SEE PLAN
"A"
"A" FOR BM SIZE
SEE PLAN
STD GA
"A" "A"
TYP SEE SCHED
TYP
THIS IS CONSIDERED
TO BE A SINGLE OPNG
NOTES:
ANGLES SHALL BE PLACED ON TOP OF DECK.
IF DIMENSION "A" IS GREATER THAN 4D , 4D , OR 32", WHICHEVER IS
LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "B".
IF DIMENSION "B" IS GREATER THAN 4D , 4D , OR 32", WHICHEVER IS
LARGER, THEN THERE IS NO RESTRICTION ON DIMENSION "A".
IF DIMENSIONS "A" AND "B" ARE LESS THAN 4D , 4D , OR 32", WHICHEVER
IS LARGER, THE OPENING GROUP WILL BE CONSIDERED AS A SINGLE HOLE,
AND MUST BE REINFORCED AS REQUIRED FOR THE LARGER OPENING.
3.
2.
1.
O
PN
G
D
EC
K U
N
IT
S (T
Y P
IC
A
L)
FL
U
TE
S TS3x1 1/2 x 1/8 PLACED
ON TOP OF DECK
LARGER HOLES, RECTANGULAR OR SQUARE
IF THE OPENING OR GROUP OF OPENINGS OCCURS IN ONE DECKING UNIT, THE
OPENING OR OPENING GROUP MAY BE CUT PRIOR TO POURING OF CONCRETE.
IF, AS SHOWN IN THE DETAIL ABOVE, THE OPENING OR OPENING GROUP CUTS
THROUGH TWO DECKING UNITS, THE DECKING SHALL NOT BE CUT UNTIL CONCRETE
A) AT THE TIME OF POURING, SUITABLE SLEEVES OR BULKHEADS SHALL BE
WHEN THE MAXIMUM DIMENSION OF AN OPENING OR OPENING GROUP EXCEEDS 24"
3 ADJACENT WEBS FOR 6" AND 8" MODULE DECK,
1 2
1 2
2 ADJACENT WEBS FOR 12" MODULE DECK
1 2
HAS BEEN PLACED AND CURED.
PLACED AROUND THE OPENING.
ADD REBAR AT CORNERS OF OPENING AS SHOWN.
PLACE HEADER BEAM AROUND OPENING.
4.
3.
NOTES:
2.
1.
L1 3/4 x1 3/4 x 1/4 - TYP (ANGLES MUST
DECKING
HOLES CUTTING NO MORE THAN:
BEAM BELOW (TYP) EXTEND 3 WEBS PAST THE OPENING)
O
PN
G D 2
WEBS OF STEEL
"B
< 20"D1 D2 < 20"
3"
ADD'L #4 (TYP)
1'- 0"
MIN
(TYP) OPNG
FL
U
TE
S D 2
1 1/2 "
ADJACENT TO
EACH CUT WEB
AT CENTER OF EACH
UPPER FLUTE BEYOND
OPENING (TYP)
D 1
12"
TYP
"A"
1/8 1/8 1/2
1/2
1 1/8 1 1/2 "
MIN MIN
D1 1/8 1
(TYP)
3'-0"
SHEET WIDTH
6"
1/
2"
SPLICE AT SPAN
DIRECTION CHANGE
SECTION PROPERTIES
(FOR WIDTHS SHOWN)
PERPENDICULAR TO SUPPORTS
PARALLEL TO SUPPORT
END
WELD
W BM
W BM
1 1/2" x 18 GA
INTERIOR BEAMSEDGE BEAMS
-S +S
0.305 INI
0.331 IN
0.318 IN
W BM
BUTT ENDS
@ DECK SPLICE
CONNECTIONS
W BM
TRANSVERSE
FASTENERS
BUTTON PUNCH
METHOD OF CONNECTIONS
BEAM
BEAM
FASTENERS AT ALL
SUPPORTS PARALLEL
TO DECK SPAN UNO
TRANSVERSE FASTENERS
PLB
ROOF DECK
1 1/2" TYPE B - (ROOF DECKS)
(5) 5/8" DIA WELDS PATTERN @ SUPPORTS
AT TRANSVERSE MEMBERS.
SIDELAPS CONNECTED WITH PUNCHLOK®
TOOL @ 12" OC
5/8" DIA WELDS, PATTERNS AT PARALLEL
SUPPORTS @ 12" OC
1.
2.
3.
SECTION A-A
11"
1/2" PL
EQ EQ
1 1/2" 8" 1 1/2"
1/
2"
S H
EA
R
P L
1/
2"
Wx BM
PER PLAN/ELEV
SHEAR PLATE
PER DETAIL
CMU WALL ABOVE
WHERE OCCURS
CMU WALL
PER PLAN
(4)-3/4"Ø STUDS x 6" LONG
ADD (2) #5 CONT
VERT AT EMBED
PLATE, TYP
/A2 S-514
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US Army Corps of Engineers Honolulu District
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R , H
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SHEET
IDENTIFICATION
SHEET
/0
9/
W
A-
-D
-0
3-
R
TA
S U
BM
IT
TA
L
MOHAMED S.
ALAM
No. S 3648
Exp. 03-31-16
O N
-S H
O R
E
BU
IL
D
IN
G
K W
AJ
-E
C H
O -P
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A2
TYP BEAM CONNECTION
WITH SHEAR PLATE
SCALE: N.T.S.S-514
A5 REINFORCEMENT AT SMALL OPENINGS IN DECK
SCALE: N.T.S.S-514
C3 METAL DECK CONNECTION DETAIL
SCALE: N.T.S.S-514 REF: S-112
C4 BEAM EMBEDS
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A S
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SHEET OF
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SD104
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SD105
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No. C10938
Exp. 01-31-17
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B. ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES
AND SIMILAR SPACES WHICH ARE GENERALLY UNFINISHED SHALL BE CLEANED
AND LEFT FREE FROM RUBBISH, LOOSE PLASTER, MORTAR DRIPPINGS,
EXTRANEOUS CONSTRUCTION MATERIALS, DIRT AND DUST.
C. CARE SHALL BE TAKEN BY WORKMEN NOT TO MARK, SOIL, OR OTHERWISE
DEFACE FINISHED SURFACES. IN THE EVENT THAT FINISHED SURFACES
BECOME DEFACED, CLEAN AND RESTORE SUCH SURFACES TO THEIR ORIGINAL
CONDITION. IF THIS IS NOT POSSIBLE, DAMAGED SURFACES SHALL BE
REPLACED.
D. CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK.
E. CLEAN AREAS OF THE BUILDING IN WHICH PAINTING AND FINISHING WORK IS
TO BE PERFORMED JUST PRIOR TO THE START OF THIS WORK, AND MAINTAIN
THESE AREAS IN SATISFACTORY CONDITION FOR PAINTING AND FINISHING.
F. THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM
THESE AREAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF ANY PLASTER,
MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES,
INCLUDING BUT NOT LIMITED TO, MISCELLANEOUS METAL, WOODWORK,
PLASTER, GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND
ELECTRICAL EQUIPMENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES
VISIBLE AFTER GRILLES, REGISTERS AND OTHER SUCH FIXTURES OR DEVICES
ARE IN PLACE.
G. IN ADDITION TO THE CLEANING SPECIFIED ABOVE AND THE MORE SPECIFIC
CLEANING WHICH MAY BE REQUIRED IN VARIOUS SECTIONS OF THE
SPECIFICATIONS, THE PREMISES SHALL BE PREPARED FOR OCCUPANCY BY:
i. A THOROUGH CLEANING THROUGHOUT INCLUDING WASHING OR CLEANING
BY OTHER APPROVED METHODS OF ALL FLOORS AND SURFACES ON WHICH
DIRT OR DUST HAS COLLECTED AND BY WASHING GLASS, REMOVING ALL
PAINT, PUTTY AND STAINS THEREFROM.
ii. PROVIDING AND MAINTAINING ADEQUATE RUNNER STRIPS OF NON-STAINING
REINFORCED KRAFT BUILDING PAPER ON FINISHED FLOORS AS REQUIRED FOR
PROTECTION.
iii. LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, BRIGHT, CLEAN, POLISHED CONDITION.
iv. CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK.
v. ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING ANDPREMISES
OVER TO THE GOVERNMENT IN A SPOTLESS AND ORDERLY CONDITION.
32. DOOR LOCATIONS NOT DIMENSIONED ARE:
A. JAMB FACE 6" FROM FACE OF STUD
B. CENTERLINE OF DOOR ON CENTERLINE OF ROOM OR CORRIDOR
33. IN ALL CASES THERE SHALL BE 1'-0" MIN CLEARANCE ON THE PUSH SIDE AND
1'-6" MIN CLEARANCE ON THE PULL AT STRIKE OF INTERIOR DOORS AND 2'-0"
MIN CLEARANCE ON THE PULL AT STRIKE OF EXTERIOR DOORS, TO THE
NEAREST OBSTRUCTION, TO SATISFY BUILDING ACCESSIBILITY
REQUIREMENTS.
34. REPETITIVE FEATURES ARE NOT DRAWN IN THEIR ENTIRETY AND SHALL BE
COMPLETELY PROVIDED AS IF DRAWN IN FULL.
35.
14. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER IMMEDIATELY IF
HE CANNOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF
THESE NOTES AND DRAWINGS.
15. THE CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK OF ALL SUB
CONTRACTORS. HE SHALL BE RESPONSIBLE FOR GIVING ALL TRADES SUCH
INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED FOR THE PROPER
INSTALLATION AND COMPLETION OF THEIR WORK.
16. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS,
SAMPLES, AND FIXTURE CUTS FOR THE CONTRACTING OFFICER'S REVIEW AS
REQUIRED AND/OR INDICATED ON DRAWINGS. THE ARCHITECT'S REVIEW
SHALL NOT BE CONSTRUED AS AN INDICATION THAT SUBMITTAL IS CORRECT
OR SUITABLE NOR THAT WORK REPRESENTED BY SUBMITTAL COMPLIES WITH
THE DRAWINGS, EXCEPT AS TO MATTERS OF FINISH, COLOR, AND OTHER
ESTHETIC MATTERS. ACTION NOTED ABOVE DOES NOT RELIEVE THE
CONTRACTOR FROM RESPONSIBILITY TO COORDINATE ALL TRADES AND TO
CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD.
CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL
ERRORS ON THEIR DRAWINGS.
17. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL
BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED, ALL SUBJECT TO THE
APPROVAL OF THE CONTRACTING OFFICER. THE USE OF OLD OR
SECOND-HAND MATERIALS IS STRICTLY FORBIDDEN. THE CONTRACTOR SHALL,
IF REQUIRED, FURNISH SATISFACTORY EVIDENCE AS TO THE KIND AND
QUALITY OF MATERIALS AND WORKMANSHIP. MATERIALS SHALL BE USED IN
ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS.
18. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS
CONTRACT AND FOR THE MANUFACTURE OR TRANSPORTATION OF ANY OF THE
MATERIALS OR EQUIPMENT TO BE USED OR INSTALLED, THE CONTRACTOR
SHALL EMPLOY ONLY SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE
WITH THE SPEEDY AND UNINTERRUPTED COMPLETION OF THE PROJECT. ALL
WORK SHALL BE DONE BY MECHANICS SKILLED IN THEIR TRADE AND SHALL BE
INSTALLED IN A NEAT AND WORKMANLIKE MANNER IN ACCORDANCE WITH THE
BEST TRADE PRACTICES.
19. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE
DRAWINGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE
REMOVED BY THE CONTRACTOR AT THIS OWN EXPENSE, AND THE SAME SHALL
BE REPLACED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE
CONTRACTING OFFICER. THE CONTRACTOR SHALL ALSO ASSUME THE COST
OF REPLACING THE WORK WHICH MAY BE DISTURBED.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY
LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE
SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCH
MARKS FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN.
ELEVATION HEIGHTS OF ALL WORK INCLUDING BUT NOT LIMITED TO SOFFITS,
CEILINGS, DOORS, HOLLOW METAL SHALL BE TRUE AND LEVEL WITHIN A
MAXIMUM TOLERANCE OF 1/8" OVERALL THE ENTIRE PROJECT.
21. AT ALL ROOMS WITH FLOOR DRAINS: PITCH FINISHED FLOOR TO DRAINS.
22. FOR ALL PARTITIONS REFER TO PARTITION SYMBOLS ON DRAWINGS AND THE
PARTITION TYPE SCHEDULE WHICH SHOWS PARTITION CORES AND FINISHES.
REFER TO LIFE SAFETY DRAWINGS FOR LOCATION OF 1-HOUR AND 2-HOUR
PARTITIONS, AND SMOKE PARTITIONS.
23. THE CONTRACTOR SHALL KEEP THE CONTRACTING OFFICER INFORMED OF THE
PROGRESS OF HIS WORK. NO WORK SHALL BE CLOSED OR COVERED UNTIL IT
HAS BEEN DULY INSPECTED AND APPROVED. SHOULD UNINSPECTED WORK BE
COVERED, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCOVER ALL
SUCH WORK SO THAT IT CAN BE PROPERLY INSPECTED AND AFTER SUCH
INSPECTION, HE SHALL PROPERLY REPAIR AND REPLACE ALL WORK
INTERFERED WITH.
24. CONTRACTOR TO PROVIDE TERMITE CONTROL AND PREVENTION AS REQUIRED
IN THE USAKA. TERMITICIDES SHALL BE APPLIED AT THE HIGHEST EPA LABELED
CONCENTRATION AND APPLICATION RATE. TERMITE CONTROL CONTRACTORS
SHALL USE THE APPROVED TERMIDICIDE IN ALL INSTANCES OF TERMITE
PROTECTION. A COMPLETE REPORT, INCLUDING THE AMOUNT OF CHEMICAL
USED, SHALL BE SUBMITTED TO THE USAKA PEST MANAGEMENT SHOP AFTER
ALL CHEMICAL TREATMENTS.
25. PROTECT OWNER'S PROPERTY, EQUIPMENT AND EMPLOYEES FROM INJURY
AND DAMAGE.
26. ALL HVAC, PLUMBING, SPRINKLER AND ELECTRICAL LINES ARE TO BE
COORDINATED SO THAT NO CONFLICTS OCCUR. ANY CONFLICTS WHICH
RESULT IN A RELOCATION OF A FINISHED SURFACE MUST BE BROUGHT TO THE
ATTENTION OF THE CONTRACTING OFFICER PRIOR TO INSTALLATION.
27. CONTRACTOR SHALL CONSULT WITH ELECTRICAL AND PLUMBING SUB
CONTRACTORS FOR LOCATIONS OF CONDUIT AND PIPES IN FOUNDATION,
SLABS ON GRADE, AND EXTERIOR WALLS AND SHALL INSTALL WATERTIGHT
PIPE SLEEVES AT THEIR RESPECTIVE LOCATIONS.
28. A SET OF THE INSTRUCTION MANUALS AND INSTALLATION INSTRUCTIONS OF
ALL EQUIPMENT AND ACCESSORIES INSTALLED IN THIS JOB SHALL BE KEPT BY
THE CONTRACTOR AND TURNED OVER TO THE GOVERNMENT AT THE
COMPLETION OF THE JOB.
29. THE CONTRACTOR IS TO PROVIDE LOOSE STEEL ANGLE OR CMU LINTELS OVER
ALL DUCTS PASSING THROUGH MASONRY PARTITIONS.
30. PROVIDE ADEQUATE BACKUP AND BLOCKING FOR ALL WALLS OR CEILING
MOUNTED EQUIPMENT, ARCHITECTURAL WOODWORK, HANDRAILS LIGHTING OR
OTHER MISCELLANEOUS ITEMS AS SHOWN ON DRAWINGS TO ASSURE A
SECURE INSTALLATION.
31. THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASONABLY
NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF
WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD.
A. REMOVE CRATES, CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR
TRASH FROM THE WORK AREAS AT THE END OF EACH WORKING DAY.
1. THE TERM CONTRACTOR IS USED IN THESE NOTES TO IDENTIFY THE PARTY
WHO IS CONTRACTED TO THE OWNER AND WHO CAUSES THE WORK OF THE
CONTRACT TO BE PERFORMED EITHER BY HIS OWN FORCES OR BY OTHER
CONTRACTORS RETAINED BY HIM.
2. THE CONTRACTOR SHALL DO THIS WORK IN ACCORDANCE WITH LOCAL LAWS
AND ORDINANCES HAVING JURISDICTION. THE CONTRACTOR SHALL OBTAIN
ALL PERMITS AND APPROVALS AS REQUIRED BY LAW FOR THE COMPLETION OF
THE WORK AND ISSUANCE OF A FULL CERTIFICATE OF OCCUPANCY.
3. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED
AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF THE SITE
HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR EQUIPMENT
REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN
FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE
RECOGNIZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE
CONTRACTOR HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND
MATERIALS INVOLVED AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY
DEFICIENCIES THEREIN.
4. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH TRADE SHALL
VERIFY ALL MEASUREMENTS IN THE FIELD AND SHALL BE RESPONSIBLE FOR
THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR COMPENSATION WILL BE
ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND
THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DISCREPANCIES
BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE FOUND
SHALL BE SUBMITTED TO THE CONTRACTING OFFICER FOR CONSIDERATION
AND CLARIFICATION BEFORE PROCEEDING WITH THE WORK.
5. ALL OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE
COMPLEMENTARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF
CALLED FOR BY ALL: ANY WORK SHOWN OR REFERRED TO ON ANY ONE
DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL DRAWINGS.
WHENEVER AN ITEM IS SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY
DETAIL OR REFERENCE IT SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS
WHICH ARE OBVIOUSLY INTENDED TO BE THE SAME EVEN THOUGH NOT SO
DESIGNATED OR SPECIFICALLY NAMED BUT DO SERVE THE SAME FUNCTION.
6. THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR,
EQUIPMENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND
SERVICES IN ACCORDANCE WITH THESE NOTES AND DRAWINGS AND
PERFORMING ALL OPERATIONS NECESSARY TO CONSTRUCT AND INSTALL
COMPLETE AND IN SATISFACTORY CONDITION THE VARIOUS MATERIALS AND
EQUIPMENT AT THE LOCATIONS SHOWN. IT IS INTENDED THAT THE DRAWINGS
INCLUDE EVERYTHING REQUISITE AND NECESSARY TO FINISH THE ENTIRE
WORK PROPERLY, NOTWITHSTANDING THE FACT THAT EVERY ITEM
NECESSARILY INVOLVE MAY NOT BE SPECIFICALLY MENTIONED OR SHOWN.
ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS INCIDENTAL TO THE
PROPER AND SATISFACTORY COMPLETION OF THE WORK IN ACCORDANCE
WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY INCLUDED.
7. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND
MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT
AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST.
SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT ARISE AS TO
THE TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL
BRING SUCH ITEMS TO THE ATTENTION OF THE CONTRACTING OFFICER
BEFORE SUBMISSION OF PROPOSAL FOR EXPLANATION OR CORRECTION OF
SAME. AFTER THE SUBMISSION OF PROPOSAL, THE CONTRACTOR WILL BE
HELD RESPONSIBLE FOR ALL SUCH ITEMS.
8. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE
DRAWINGS AND NOTES. TO INTERPRET AND EXPLAIN THE DRAWINGS OTHER
INFORMATION DEEMED NECESSARY BY THE CONTRACTING OFFICER WILL BE
FURNISHED TO THE CONTRACTOR WHEN AND AS REQUIRED BY THE WORK AND
IT IS TO BE UNDERSTOOD THAT SAID ADDITIONAL INFORMATION OR DRAWINGS
ARE TO BE OF EQUAL FORCE WITH THESE.
9. FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL
SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR
CONDITIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT
FULLY FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR
PORTIONS EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE THE
GREATER QUANTITY, OR A MORE EXPENSIVE ITEM OR METHOD SHALL BE
ASSUMED OVER A LESSER QUANTITY OR A LESS EXPENSIVE ONE AND
DIMENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR
SCALE.
10. ALL PARTITIONS ARE DIMENSIONED TO THE FINISHED FACES OF WALLS. ALL
PARTITION THICKNESSES SHOWN ARE NOMINAL DIMENSIONS.
11. ALL MISCELLANEOUS WOOD BLOCKING, GROUNDS, FURRING AS REQUIRED, TO
BE FIRE RETARDANT TREATED. REFER TO SPECIFICATION.
12. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC
MATERIALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE
WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CONTRACTING OFFICER. IF
THE SPECIFIED MATERIAL IS NOT AVAILABLE, THE CONTRACTOR SHALL
PROPOSE AN ALTERNATE MATERIAL AND SHALL PROVIDE DRAWINGS,
SAMPLES, SPECIFICATIONS, MANUFACTURER'S LITERATURE, PERFORMANCE
DATE, ETC. IN ORDER THAT THE CONRACTING OFFICER CAN EVALUATE THE
PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A CORRELATED
FUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER
CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO
THE AFFECTED WORK SHALL BE SUBMITTED WITH THE SUBSTITUTION AND
ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE
GOVERNMENT. NO REQUESTS FOR SUBSTITUTES WILL BE ENTERTAINED BY
THE CONTRACTING OFFICER DUE TO CONTRACTOR'S FAILURE TO ORDER
MATERIALS IN A TIMELY MANNER.
13. FIRESTOPPING SHALL BE INSTALLED IN WALL CAVITIES AT ALL ELECTRICAL
OUTLETS, JUNCTION BOXES, SWITCH BOXES, THERMOSTAT BOXES, PHONE
JACK, CARD READERS, AND SIMILAR OBJECTS THAT PENETRATE FIRE RATED
WALLS.
ARCHITECTURAL GENERAL…
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