floor framing plan notes - rives...
TRANSCRIPT
Gridline Type Legend
NEW GRIDLINE
F.O. MASONRY GRIDLINE
04 04
03 03
01 01
B C D G H
M.5
F L
M.9 M.9
05
06
JE
M.7
M N
02 02
6S404
7S404
M.M
M.M
M.B
M.B
4.1
4.4
4.5
4.9
M.N
M.N
W14
X53
(38)
c =
3/4
"t/s
13'
- 6
1/2"
W14
X74
(54)
c =
3/4
"t/s
13'
- 6
1/2"
W14
X74
(68)
c =
3/4
"t/s
13'
- 6
1/2"
W14
X74
(24)
c =
3/4
"t/s
13'
- 6
1/2"
W14
X74
(60)
c =
3/4
"t/s
13'
- 6
1/2"
W12X16 (12) c = 3/4"
t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W14X43 (14)t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X16 (10) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X16 (12) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X19 (10) c = 3/4"t/s 13' - 6 1/2"
W12X14 (8)t/s 13' - 6 1/2"
W12X14 (8)t/s 13' - 6 1/2"
W12X14 (8)t/s 13' - 6 1/2"
W12X26 (14)t/s 13' - 6 1/2"
W12X26 (14)t/s 13' - 6 1/2"
W12X26 (14)t/s 13' - 6 1/2"
W12X26 (14)t/s 13' - 6 1/2"
W12X26 (6)t/s 13' - 6 1/2"
W8X10 (2)t/s 13' - 6 1/2"
W12
X14
(14)
t/s 1
3' -
6 1/
2"
W8X10 (2)
W8X10 (2)
W8X10 (2)
W8X10 (2) W12X22 (10) c = 3/4"t/s 13' - 6 1/2"
W14X74 (16)t/s 13' - 6 1/2"
W12X22 (18) c = 3/4"t/s 13' - 6 1/2"
W12X22 (14) c = 3/4"t/s 13' - 6 1/2"
W12X14 (5,1,5)t/s 13' - 6 1/2"
W12
X26
(10)
c =
3/4
"t/s
13'
- 6
1/2"
1S403
2S403
3S403
4S403
G.4
07
5.9
5S403
6S403
6' - 8" 6' - 8" 6' - 8"8' - 4" 8' - 4" 8' - 4"
8' - 6 1/2"
8' - 6"
EQ EQ
6' - 0 5/8" 5' - 9"
6' - 9" 6' - 5 3/8"
5"
4 5/8"
5"
5-1/2" MINIMUM SEMILIGHTWEIGHT CONCRETE SLAB4000 PSI MIX WITH A MAXIMUM DENSITY OF 115 PCF ONA 2" GALVANIZES (3) SPAN CONTINUOUS COMPOSITEFLOOR STEEL DECK. SEE SPECIFICATIONS. FOR SLABREINFORCEMENT SEE TYPICAL DETAIL.
THIS AREA OPEN TO BELOW - FOR ROOF FRAMINGABOVE SEE HIGH ROOF FRAMING PLAN: .1 / S205
THIS
AR
EA
OP
EN
TO
BE
LOW
- FO
R R
OO
F FR
AM
ING
AB
OV
ES
EE
SH
OW
RO
OM
RO
OF
FRAM
ING
PLA
N:
.1
/ S20
4
THIS AREA OPEN TOBELOW - FOR ROOF
FRAMING ABOVE SEEHIGH ROOF FRAMING
PLAN: .1 / S205
7S403
1-1/
2" 2
0 G
AUG
E W
IDE
RIB
TYP
E B
MET
ALR
OO
F D
ECK.
SEE
SPE
CIF
ICAT
ION
FO
R F
INIS
H.
ATTA
CH
BAS
ED U
PON
A 3
6/4/
3 PA
TTER
N.
8S403
HSS8X8X3/8t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS8X6X1/4t/s 13' - 1 5/8"
HSS
8X8X
3/8
t/s 1
3' -
1 5/
8"H
SS10
X8X3
/8t/s
13'
- 1
5/8"
HSS
8X8X
3/8
t/s 1
3' -
1 5/
8"H
SS10
X8X3
/8t/s
13'
- 1
5/8"
9S403
6' - 0" 6' - 0" 6' - 0"
7' - 7 3/8" 7' - 7 3/8" 7' - 7 3/8"
7' - 1 3/8" 8' - 1 3/8"
6' - 2 3/4" 6' - 0" 6' - 0" 6' - 11 3/8" 6' - 11 3/8"
10S403
11S403
12S403
1S404
2S404
3S404
W21X44 (6)t/s 13' - 6 1/2"
W21X44 (8)t/s 13' - 6 1/2"
W21X48t/s 13' - 6 1/2"
W16
X26
(14)
t/s 1
3' -
6 1/
2"
W30X108 (12)t/s 13' - 6 1/2"
W18X35 (4)t/s 13' - 6 1/2"
W8X
28 (4
)
W14X26 (8)t/s 13' - 6 1/2"
W8X
28 (4
)t/s
13'
- 6
1/2"
W8X10 (2)t/s 13' - 6 1/2"
W12X26 (4)
W8X18
W18
X40
(34)
c =
1"
t/s 1
3' -
6 1/
2"
W16
X26
(14)
t/s 1
3' -
6 1/
2"
W16
X26
(14)
t/s 1
3' -
6 1/
2"
W16
X26
(14)
t/s 1
3' -
6 1/
2"
W16
X26
(12)
t/s 1
3' -
6 1/
2"
W8X
28 (2
)
W8X
28 (2
)
W18X35 (6)t/s 13' - 6 1/2"
W12X19 (12)
W12
X14
(10)
t/s 1
3' -
6 1/
2"
W14X43
t/s 13' - 6 1/2"
W18X35 (6,2,4)t/s 13' - 6 1/2"
W12
X14
(6)
t/s 1
3' -
6 1/
2"
W12
X14
(6)
t/s 1
3' -
6 1/
2"
W12X19 (2,2,2)t/s 13' - 6 1/2"
W16
X26
(10)
t/s 1
3' -
6 1/
2"
W14X43
W12
X26
(6)
t/s 1
3' -
6 1/
2"
W12
X14
(6)
t/s 1
3' -
6 1/
2"
W12
X14
(6)
t/s 1
3' -
6 1/
2"
W12
X14
(8)
t/s 1
3' -
6 1/
2"
W12
X14
(6)
t/s 1
3' -
6 1/
2"
W8X
31 (4
)t/s
13'
- 6
1/2"
W8X
31
W8X
31 (4
)t/s
13'
- 6
1/2"
W8X10 (2)
W8X10 (2)
W8X10 (2)
W8X10 (2)
4S404
5S404
W12
X53
W12
X53
W8X10 (2)
HSS
8X6X
5/16
t/s 1
0' -
8 1/
2"H
SS8X
6X5/
16t/s
10'
- 8
1/2"
5S406
S1052
Sim
5.2
5.4
16K3
1-1/
2" 2
0 G
AUG
E W
IDE
RIB
TYP
E B
MET
ALR
OO
F D
ECK.
SEE
SPE
CIF
ICAT
ION
FO
R F
INIS
H.
ATTA
CH
BAS
ED U
PON
A 3
6/4/
3 PA
TTER
N.
W10
X22
W10
X22
W10
X22
W10X15 (8)t/s 13' - 6 1/2"
W10X12 (2)t/s 13' - 6 1/2"
W8X10 (2)W10X12 (6)t/s 13' - 6 1/2"
6' - 0" 6' - 0" 6' - 0"
W8X
28 (4
)t/s
13'
- 6
1/2"
W8X
28 (4
)t/s
13'
- 6
1/2"
5' - 8" 5' - 8" 5' - 8"
16K3
W8X
10W
8X10
S1052
Sim
6' -
10 1
/2"
6' -
0"6'
- 0"
04.2
W8X10 (2) W8X10 (2)
W8X10 (2)W8X10 (2)
HSS10X6X5/16t/s 13' - 6 1/2"
HSS
10X6
X5/1
6t/s
13'
- 6
1/2"
HSS10X6X5/16t/s 13' - 6 1/2"
HSS8X6X1/4t/s 13' - 1 5/8"
EQEQ
EQ5'
- 2
1/2"
3' -
0"
Typical Atfloor beam
8S404
Typicalbetween floorbeams
W8X
28 (4
)
S402
4
W21X44 (7,2,7)
t/s 13' - 6 1/2"
W18X35 (18)t/s 13' - 6 1/2"
W21X44 (22)t/s 13' - 6 1/2"
W10X22 (6)t/s 13' - 6 1/2"
W16X26 (6,2,4)t/s 13' - 6 1/2"
W16X26 (6)t/s 13' - 6 1/2"
W10
X22
W10X12 (4)t/s 13' - 6 1/2"
W10X15 (12)t/s 13' - 6 1/2"
W8X
10 W8X
10
W10
X22
W10
X22
W8X
10
W12
X14
(14)
t/s 1
3' -
6 1/
2"
22 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"22
k
22 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"22
k
19 k
W18
X40
(10)
t/s 1
3' -
6 1/
2"19
k
21 k
W12
X26
(40)
c =
3/4
"t/s
13'
- 6
1/2"
21 k
22 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"22
k
23 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"23
k
34 k
W21
X44
(11)
t/s 1
3' -
6 1/
2"24
k
17 k
W18
X35
(10)
t/s 1
3' -
6 1/
2"17
k
17 k
W18
X35
(10)
t/s 1
3' -
6 1/
2"17
k
21 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"21
k
23 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"23
k
23 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"23
k
23 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"23
k
23 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"23
k
22 k
W18
X40
(20)
t/s 1
3' -
6 1/
2"22
k
17 k
W18
X40
(18)
t/s 1
3' -
6 1/
2"17
k
32 k
W21
X44
(10)
t/s 1
3' -
6 1/
2"21
k
20 k
W16
X26
(18)
c =
1"
t/s 1
3' -
6 1/
2"20
k
21 k
W18
X35
(16)
c =
3/4
"t/s
13'
- 6
1/2"
21 k
21 k
W18
X35
(16)
c =
3/4
"t/s
13'
- 6
1/2"
21 k
41 k
W24
X55
(2,5
,1,8
)t/s
13'
- 6
1/2"
31 k
19 k
W18
X35
(16)
c =
3/4
"t/s
13'
- 6
1/2"
19 k
19 k
W18
X35
(16)
c =
3/4
"t/s
13'
- 6
1/2"
19 k
23 k
W18
X35
(16)
c =
1"
t/s 1
3' -
6 1/
2"23
k
23 k
W18
X35
(16)
c =
1"
t/s 1
3' -
6 1/
2"23
k
21 k
W18
X35
(3,2
,8) c
= 3
/4"
t/s 1
3' -
6 1/
2"24
k
6 k
W8X
10 (4
)t/s
13'
- 6
1/2"
6 k
20 k
W18
X35
(16)
c =
3/4
"t/s
13'
- 6
1/2"
22 k
14 k
W12
X19
(14)
t/s 1
3' -
6 1/
2"14
k
12 k
W12
X14
(4,7
)t/s
13'
- 6
1/2"
15 k
15 k
W12
X14
(8)
t/s 1
3' -
6 1/
2"15
k
17 k
W12
X14
(16)
t/s 1
3' -
6 1/
2"17
k
10 k
W12
X14
(8)
t/s 1
3' -
6 1/
2"10
k
8 k
W12
X14
(3,5
)t/s
13'
- 6
1/2"
12 k
20 k W16X36 (8)t/s 13' - 6 1/2"
20 k
90 k 23 k
18 k
31 k 52 k
23 k 29 k 31 k
9 k
6 k8 k
15 k 20 k
10 k
18 k
40 k 85 k
18 k
37 k 35 k 45 k
6 k
15 k
8 k
15 k 22 k28 k
9 k
6 k23 k 29 k
40 k
7 k
8 k
5 k
8 k 5
k
3 k
14 k
12 k7 k
14 k
54 k
17 k
6 k
6 k
17 k
8 k 8
k
25 k
12 k
14 k
14 k
7 k
17 k 17
k6
k
6 k
5 k
5 k
3 k
6 k
5 k
7 k 8 k
8 k 9
k
10 k 9 k
9 k
6 k
6 k
13 k 10 k
18 k 28 k11 k
36 k
13 k
26 k
9 k
8 k
8 k7
k
4 k
8 k9 k
9 k
9 k
6 k
6 k
.
10 k
10 k
10 k
14 k
14 k
13 k13 k
14 k
14 k
14 k
14 k
14 k14 k
14 k
13 k
14 k 26 k
6 k6 k 6 k 6 k 6 k
14 k15 k
7 k9 k9 k9 k9 k
14 k
14 k
13 k 14 k
14 k
14 k 14 k
14 k
13 k 13 k
14 k
9 k9 k9 k 9 k
10 k
10 k
10 k
7 k
14 k
30 k14 k
6 k 6 k 6 k6 k
6 k
15 k 17 k
8 k
7 k
36 k
41 k
38 k
39 k28
k
9 k
9 k 28
k
42 k
42 k
42 k
37 k
15 k
6 k
7 k
8 k
6 k
15 k
7 k
8 k
3 k
9 k 4 k
FLOOR FRAMING PLAN NOTES
REACTION IN KIPS(6 k U.N.O.)
BEAM WITHIN A BOX INDICATES TO DROP THEBEAM STEEL ELEVATION AN ADDITIONAL 2" FORFLOOR FINISH.
ALL FLOOR BEAMS ARE A992 GRADE 50 STEEL
(Fy=50 KSI) (U.N.O.) THUS:
BEAM:
NOTE:
##k
NUMBER OFSHEAR STUDS
BEAM SIZE (##)
c = CAMBER
##k
AT ALL OPENINGS, PROVIDE A BENT PLATE1/4" THICK HIGH EXTENDING FROMCENTERLINE OF BEAM TO EDGE OF SLAB.WHERE BENT PLATE BEARS ON BEAM, SHOPWELD ON BOTH SIDES WITH A 3/16" FILLETWELD 3"@12"o.c. COPE VERTICAL LEG OF BENTPLATE FOR CHANNEL STRINGER TO FRAME TOFLOOR BEAM AT STAIRS.
INDICATES THE DIRECTION THE DECK IS SPANNING.
CONTRACTOR COORDINATE LOCATION OFOPENINGS AND WEIGHTS OF MECHANICAL UNITS,AND KITCHEN HOOD EQUIPMENT WITH THEMECHANICAL AND KITCHEN DRAWINGS. IFWEIGHTS EXCEED WHAT IS SHOWN ON THESTRUCTURAL PLAN, THEN NOTIFY THESTRUCTURAL ENGINEER OF THE CHANGE PRIORTO ANY DETAILING OR FABRICATION OF JOIST,DECK OR STEEL.
FOR FRAMING AROUND FLOOR OPENINGS, SEE"TYPICAL DETAIL OF FRAMING AROUND A FLOOROPENING". COORDINATE WITH ARCHITECT ANDMECHANICAL/PLUMBING ENGINEER FOR EXACTDIMENSION AND LOCATION.
REACTIONS SHOWN ON PLAN SHALL BEINCREASED BY 25 PERCENT FOR CONNECTIONS.
NOTE:
NOTE:
NOTE:
:
INDICATES LOW BEAM.
INDICATES HIGH BEAM.
INDICATES A SPLICE POINT, SEE DETAIL
INDICATES FACE OF STUD
INDICATES EDGE OF SLAB
INDICATES "UNLESS NOTED OTHERWISE"
KEEP STRUCTURE GUYED AND BRACED UNTIL ALLMASONRY/CONCRETE SHEAR WALLS, DIAGONALBRACES, MOMENT FRAMES, FRAMED FLOORS ANDROOF DECKS ARE IN PLACE.
F.O.S.:
NOTE:
NOTE:
S.P. :
U.N.O. :
E.O.S. :
(H) :
(L) :
U.N.O., AT ALL COMPOSITE FLOORS PROVIDE A5-1/2" MIN. SEMI-LIGHTWEIGHT CONCRETE SLAB(4000 psi MAX. DENSITY = 115 pcf) ON 20 GAUGE,2" GALVANIZED (3 SPAN CONT.) COMPOSITESTEEL DECK. SEE SPECIFICATIONS. SEECOMPOSITE DETAIL FOR SLAB REINFORCING.
NOTE:
UNLESS SHOWN OTHERWISE, PROVIDE 3/4" DIAM.x 4" LONG SHEAR STUDS FIELD WELDED TO TOPFLANGE OF FLOOR BEAMS AT 1'-0" o.c. MAX.
NOTE:
DIMENSION INSIDE OF BOX SHALL BE VERIFIEDWITH THE ARCHITECT PRIOR TO DETAILING ORFABRICATION OF ANY MATERIAL.
INDICATES A TYPICAL MOMENT CONNECTION SEETYPICAL DETAIL.
:
FRAMING KEY
##
4 / S105
#4 @ 12"o.c. TEMP.
SEE PLAN FOR NUMBER
SHEAR CONNECTORS,SEE PLAN FOR NUMBER
SHEAR CONNECTORS,
2" MIN. BEARINGWHERE SHEET IS
NOT CONTINUOUS
TYPICAL EXTERIOR SPAN
#4 @ 12"o.c.
1/4" BENT PLATE
(TYPICAL)SEE PLAN
2"2"
(TYPICAL)
#4 CONT.(TYPICAL)
I.H.C. AT 2'-0"o.c. WITH
#4 @ 12"o.c. TOP
#4 @ 12"o.c. TEMP.
#4 SUPPORT BAR (CHAIRTO FIT CORRUGATION)
EXTERIOR
OTHER DIRECTIONSTEEL OCCURS INWHERE NO TOP
#4 SUPPORT BAR (CHAIRI.H.C. AT 2'-0"o.c. WITH
TO FIT CORRUGATION)
OTHER DIRECTIONSTEEL OCCURS IN
CONCRETE OVER BEAMS AND SPREAD TO ADJACENT DECK MIDSPAN.MIDSPAN. DO NOT LET CONCRETE STAND OVER 6" TO 7". PLACEWHEN PLACING CONCRETE, DO NOT PUMP CONCRETE ONTO DECKDUE TO DEFLECTION OF DECK, BEAMS, GIRDERS, AND SLOPE OF DECK.THICKNESS REQUIRED ABOVE THE 5 1/2" MINIMUM THICKNESS SHOWNCONTRACTOR MUST MAKE ALLOWANCE FOR ADDITIONAL CONCRETE.
WHERE NO TOP
TYPICAL EXTERIOR SPAN
CONTINUOUS INTERIOR
NOTE : W
NOTE :
#4 @ 12"o.c.
(TYPICAL)
DISCONTINUOUS INTERIOR
#4 @ 12"o.c.
1/4" BENT PLATE
(TYPICAL)#4 CONT.
5-1/2" MIN.3/4" CLEAR
3/4" CLEAR
3/4" CLEAR3/4" CLEAR
#4 SUPPORT BARS #4 SUPPORT BARS
BEAM ORGIRDER,SEE PLAN
PROVIDE 3/16" BENTPLATE AT SLAB EDGE,THUS :
3/16" 3@12"1/2" U.N.O.
5 1/
2"
W8
x10
W8 x10
W8
x10
W8 x10
COMPOSITE FLOOR BEAM
COMPOSITE FLOOR BEAM
6-1/2" SLAB AT 3"COMPOSITE FLOORDECK.
10'-6
" MAX
. AT
3" C
OM
POSI
TE F
LOO
R D
ECK
AND
6-1
/2" S
LAB
9'-3
" MAX
IMU
MAT
2" C
OM
POSI
TE F
LOO
R D
ECK
AND
5-1
/2" S
LAB
PLAN VIEW AT OPENING IN COMPOSITE FLOOR
MAX.1' - 0"
1' -
0"
1' - 0" 1' - 0"
COMPOSITE FLOOR BEAM
COMPOSITE FLOOR BEAM
DIR
ECTI
ON
OF
FLO
OR
DEC
K SP
AN
1 #4 BOTTOM ONEACH SIDE OF CUTDECK AT OPENING.
1 #4 TOP x 1'-6" ATEACH CORNER.
TYPICAL TOP BAR REINF. AT COMP.FLOOR.
3/4" Ø THROUGH-BOLT IN A1-1/2" VERT. SLOTTED HOLE
(2) L6X6X5/16 x 6" LONG
3/16"
4"
STEEL PLATE FORATTACHMENT OF RAIL ABOVEAND BELOW FLOOR. FORLOCATION AND ATTACHMENTDETAIL, CONTRACTOR SHALLCOORD. W/ ELEVATORMANUFACTURER.
PROVIDE 12X4-1/2X1/2" BASEPLATEAT PIT SLAB W/ (2) 1" Ø EXP.ANCHORS ON A 1" GROUT BED
T.S. 6X4X5/16 EXTENDING FROMSLAB ON GRADE TO ROOF TOSERVE AS LATERAL SUPPORTTO ELEVATOR RAIL
ELEVATOR CONTRACTORCOORD. W/ ELEVATORMANUFACTURER
4"
3/4" Ø THROUGH-BOLT IN A1-1/2" VERT. SLOTTED HOLE
(2) L6X6X5/16 x 9" LONG
3/16"
STEEL PLATE FORATTACHMENT OF RAIL ABOVEAND BELOW FLOOR. FORLOCATION AND ATTACHMENTDETAIL, CONTRACTOR SHALLCOORD. W/ ELEVATORMANUFACTURER.
PROVIDE 12X4-1/2X1/2" BASEPLATEAT PIT SLAB W/ (2) 1" Ø EXP.ANCHORS ON A 1" GROUT BED
T.S. 6X4X5/16 EXTENDING FROMSLAB ON GRADE TO ROOF TOSERVE AS LATERAL SUPPORTTO ELEVATOR RAIL
ELEVATOR CONTRACTORCOORD. W/ ELEVATORMANUFACTURER
AT ROOF
AT FLOOR
3/8" CONT.BENT PLATE. WIDTH SHALLBE DIMENSION FROM CENTERLINE OFBEAM TO EDGE OF SLAB MINUS 1/2".VERTICAL LEG SHALL EQUAL THETHICKNESS OF THE COMPOSITEFLOOR.
3/4" DIAM. SHEAR STUD x 4" LONG 2"FROM TOP OF SLAB SPACED AT 18" o.c.MAX
3/16 3" at 12
3/16 3" at 12
SILL ANGLE BY ELEVATORMANUF.
FOR DECK ORIENTATION OFSLAB SEE PLAN
3/4"
1/2"
"W" SEE PLAN
CONNECTION OF METALSTUD TO ALLOW FOR1/2" VERT. MOVEMENT
5-1/4"x"W"x3/16" CONT. BENT PLATE
3/16" 3@12"
1/2"
"W" SEE PLAN
CONNECTION OF METALSTUD TO ALLOW FOR1/2" VERT. MOVEMENT
5-1/4"x"W"x3/16" CONT. BENT PLATE
3/16" 3@12"
Signed & Sealed :
relea
sed
for c
onst
ruct
ion
Client :
Project Information :
Project Number :Drawn By :Checked By :Approved By :
Sheet Title :
Sheet Number :
Copyright (c) 2015 SPARC+, LLC.
All reports, plans, specifications,computer files, filed data, notes and
other documents & instrumentsprepared by SPARC+, LLC. shall retainall common law, statutory and otherreserved rights, including copyright
thereto.
This drawing may not be reproduced inwhole or in part without written
permission of SPARC+, LLC. it is to bereturned upon request. Scales as statedare only valid on the original drawings.
Walid. Nannis, P.E., F. ASCE
5608 Battle Ridge DriveFlowery Branch, GA 30542
770-614-6114 tel678-765-7966 fax
Structural Engineer
All drawings, specifications, and other work product ofWalid A. Nannis for this project are instruments ofservice for this project only and shall remain theproperty of Walid A. Nannis whether the project iscomplete or not. Reuse of any of the instruments ofservice of Walid A. Nannis by the owner or extensionsof this project without the written permission of WalidA. Nannis shall be at the owner's risk and the owneragrees to defend, indemnify, and hold harmless WalidA. Nannis from all claims, damages, and expensesincluding attorney's fees arising out of suchunauthorized reuse of Walid A. Nannis' instruments ofservice by the owner or others acting through theowner. ©2015
5/27
/201
5 2:
43:4
9 PM
BMW
of D
enve
r10
80 C
olor
ado
Ave,
Den
ver,
CO
802
46
Sonic Automotive, Inc.
4401 Colwick RoadCharlotte NC, 28211
150201MCG/MWNMWNWAN
Second Floor Plan
S202 1/8" = 1'-0"Second Floor Framing Plan1
Rev
Dat
eCo
mm
ents
05.0
1.15
60%
Pro
gres
s05
.21.
15Pe
rmit
1/8" = 1'-0"Typical Composite Floor & Slab Detail2 1/2" = 1'-0"
Typical Detail at Opening in Composite Floor (1'-0" Square orLarger)3 1/2" = 1'-0"
Typical Detail at Opening in Composite Floor (Less than 1'-0"Square)4
3/4" = 1'-0"Typical Detail at Elevator Rails5
3/4" = 1'-0"Typical Detail at Elevator Sill Angle6
1" = 1'-0"Typical Detail at Stair and Elevator Opening7