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DECK 20 GA. TYPE B. ,
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FRAMING PLAN
SCALE: 1/4"=l'-O'
4' -0 " +/-
SEE ARCH.
(E)JT. 1 (E)JT. I (E)JT.
C6X10.5 CONT.
W
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12
-co -I
HSS8X3X1 /4 CONT. I
I
ROOF PLAN
SCALE: 1 /32 " =1' -0"
1
NOTE:
1. GENERAL CONTRACTOR TO FIELD VERIFY ALL
DIMENSIONS PRIOR TO STRUCTURAL STEEL
FABRICATION.
2. 110- INDICATES MOMENT CONNECTION
3. DECK CONNECTION PATTERN.
36/4, 5/8" DIA. PUDDLE WELD WITH 3 - #10 SIDE
LAPS. WELD DECK AT 6" O.C. AT PERIMETER OF
NEW ROOF.
CONTRACTOR NOTE:
PRIOR TO COMMENCEMENT OF WORK OR FABRICATION OF COMPONENTS,
CONTRACTOR SHALL INVESTIGATE MID VERIFY IN THE FIELD ALL
CONDITIONS, OWNSIONS, MO ELEVATIONS OF THE EXISTING
CONSTRUCTION. ALL DISCREPANCIES BETWEEN FIELD - VERIFIED CONDITIONS,
DIMENSIONS ANDELEVATIONS AND THOSE INDICATED ON THE DRAWINGS
SHALL BE IMMEDIATELY MADE KNOWN TO THE ARCHITECT IN WRITING. THE
USE OF (V.I.F.) OR ( + / -) OR OTHER SIMILIAR NOTES AT CERTAIN
LOCATIONS ON THE DRAWINGS DOES NOT RELIEVE THE CONTRACTOR OF
RESPONSIBILITY FOR VER"NG ALL CONDITIONS DESCRIBED ABOVE
4"
TYP./--i74-w4
1/2x32x8 PL. ON
1/4' LEVELING PL.
AND 3/4" GROUT
PROVIDE 6- #4 -4' -0" LG.
IN GROUTED SOLID CELL,
I IN EA. CELL
EXIST. 8"
CMU
B -
4
5/8 " +/-
W16 10
I —
r
;I L_
F-77-
EXIST. BRICK '
VENEER 2" 8" 6" '
TYP. TYP. TYP.
REMOVE EXIST. 2X I O
TOP WOOD PLATE (TYP.)
1 D ETAI L
SCALE: 3/4 " =1' -0"
BM.
REF.
I
T.O.S. _
EL. 21' -1 1/40
CONTRACTOR TO NOTIFY
ENGINEER ABOUT END
BEARING CONDITION
1 OF 4
1/2" DIA. HILTI HY 150
ADHESIVE ANCHORS, 6"
EMBED. (MIN.)
W16 (SLOPED)
4 SECTION
— SCALE: 3/4 " =1' -0"
BM.
REF.
1
Ck CHANNEL
3/16 N
PL 1/2x4x4
3/16
RETAL AR"
C4x5.4
'cc
6
W12
3 16
I
L3x3
3/16 _
.. �. -
7 SECTION
SCALE: 3/4"=I'-O"
T.O.S.
EL. 18' -0"
W16
BEHIND
1/2" PL.
VERIFY TOP OF
MASONRY WALL EL. j
EXIST. BRICK
VENEER .
W16
1/4" LEVELING PL.
AND 3/4" GROUT
EXIST. 8"
CMU
NOTE:
1. ANCHOR BOLTS NOT SHOWN FOR CLARITY.
ri O SECTION
SCALE: 3/4 " =1' -0"
2
EXIST. 8"
[-t]
" TYP.
/ 1/2 PL.
RETAL AR"
1/ V
'cc
6
-
MASONRY WALL EL.
CMU
>�< �,;< — EXIST. BRICK
EL. 18' -0"
VENEER
`�'
�..
14
\E
NOTE:
1/2x32x8 PL. ON
1. ANCHOR BOLTS NOT SHOWN FOR CLARITY.
5
DETAIL
—
SCALE: 3/4 "= 1' -0'.
NEW W16
EXIST W12 BEAM 5X5 PL.
8
r 8
TOP
OF CHANNEL
1/4" LEVELING PL
L._..
-.
Li
�L
z
1 "�12 "O.C.
d
N
EL.
22' -5 3/8"
AND 3/4" GROUT
(�
W
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Co
0- �?
x
TYP,
3/16
r
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M S f n
L3x3x5/16 CONT.
�..._
`V
N H
t
1"
in
CLOSURE (CURVED)
-
ci: c~n
r- ><
Q
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C c
V
ROOF DECK
-
W16
-
o
T.os.
/W16
EL. 21 -1 1 4°
C
y c
C a
V
W 16 (SLOPED)
Cr
U
'+
a
FITTED CONN. PL.
i'
a
W12 (CURVED)
a.
5
EXIST. BRICK
_
VENEER
3/16
i
ANGLE TO
8
PROVIDE 7- #4 -4' -0"
LG.
ANGLE 3/16
C4x5A
IN GROUTED SOLID CELL
REFER TO 4/A1.4
1 IN EA. CELL
FOR ADDITIONAL DETS.
CONTRACTOR TO NOTIFY
ENGINEER ABOUT END
2 DETAIL
BEARING CONDITION
3
SECTION
— SCALE: 3/4' =1' -0"
—
SCALE: 3/4 " =1' -0"
W16
T.O.S.
EL. 18' -0"
W16
BEHIND
1/4 V
1
HSS4X4X3 /8
" TYP.
/ 1/2 PL.
RETAL AR"
1/ V
'cc
• VERIFY TOP OF
WW= AREA
MASONRY WALL EL.
1/4" LEVELING PL...�,
T.O.S. 11L AND 3/4" GROUT
>�< �,;< — EXIST. BRICK
EL. 18' -0"
VENEER
EXIST. 8
�..
CMU
>`
NOTE:
1. ANCHOR BOLTS NOT SHOWN FOR CLARITY.
5
DETAIL
—
SCALE: 3/4 "= 1' -0'.
NEW W16
EXIST W12 BEAM 5X5 PL.
8
r 8
HSS4X4
8X8 PL. —�
PLAN
T.O.S. �— 3/8" STIFF. PL.
EL. 21' -1 1/4" EA. SIDE
NEW W16 1/4 TYP.
i
I/2X8X8 PL. W/
STIFF PL. ON
HSS4X4X3 /8 ALL 4 SIDES
TOP &BOT. ! 1/2X5X5 PL.
ALL 4 SIDES 1/4
T.O.S.
EL. 14' -2" (VA.F.)
C4x5.4 0 4' -0" OC INFILL W/
4 " -18 GA METAL STUDS
@ 16" OC BETWEEN CHANNELS
80T. OF DECK
EL. 21' -1 l/4"
3/16 2012
W12 (CURVED)
4 " -18 GA.
1• C- RUNNER
TOP OF CHANNEL
EL. 22' -5 318"
111 3 16 006/16 CONT.
CLOSURE (CURVED)
W16
PARAPET CHANNEL TO
6 BEAM CONNECTION
SCALE: 3/4 " =1' -0"
COL.
1/2" CAP PL. REF.
T.0 S.
EL. 21' -1 1/4"
—I PL 3/4 "x5 "xl' -10"
I
+
HSS6X6 I + 3/8
+ 3/8 TYP.
+ ! 1 - 1 2" THICK SHEAR T &B
' W/ 3/4.0 A325 SUP
1 CRITICAL BOLTS
W21
I - - -' - - TOP & BOTTOM
FLANGE.
30 DIG.
1/4 TYP.
EXIST. JOIST NOTE:
i. W12 CURVED BEAM NOT SHOWN FOR CLARITY.
NEW 3/8" STIFF.
PL. BOTH SIDES 1 /4 TYP
SECTION
16"+/-
9
EXIST. BEAM TORCH CUT LOCATION, EXIST Wt2 BEAM
SHORE EXIST. BEAM PRIOR TO — SCALE: 3/4"=I'-O"
INSTALLATION OF BEAM HANGER
ASSEMBLY
8 SECTION
SCALE: 3/4 " =1' -0"
METAL STUD
(SEE ARCH)
C6 CHANNEL, SET AT EXIST
JOSTS PANEL POINT HSS8X3 CONT.
EXIST.
METAL
EXIST. JOIST --'
ri 1 SECTION
SCALE: 3/4 IA'
-0'
UNDER METAL STUDS
AT EA.
JOIST
CUT DECK
AS REO'D.
METAL STUD
(SEE ARCH.)
TRACK FOR
METAL STUD
HSS6x2x3 /16 x 0' -4" LG, STUBS
SPACED 0 6'- O "D.C. MAX.
DECK- --\
i KEY PLAN - - - -�
r �
3/8X6X3 PL.
BEAM OR
SUPPORTING MEMBER
2 SECTION
SCALE: 3/4 " =1' -0"
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CONSULTANT:
SEAL:
cvso
pharmacy
STORE NUMBER:
14215. RANGE LINE ROAD
CARMEL, IN 46032
1*10,1GT TYPE
SQUARE FOOTAGE:
TOM STOW AREA
RETAL AR"
M4AF [1ACY AF"
WW= AREA
MIZEMM
29 OF,
wA
SCMVM AREAL
EtJEI.EA�E AREAe
Flo V.
WA
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CONSULTANT:
SEAL:
cvso
pharmacy
STORE NUMBER:
14215. RANGE LINE ROAD
CARMEL, IN 46032
1*10,1GT TYPE
SQUARE FOOTAGE:
TOM STOW AREA
RETAL AR"
M4AF [1ACY AF"
WW= AREA
MIZEMM
29 OF,
wA
SCMVM AREAL
EtJEI.EA�E AREAe
Flo V.
WA
REVISIONS:
10106105: 155UED FOR PERMIT
t' WJECT MAMAGER:
LAYOUT COORD.
PLA1 wj MGR, G.S.
DRAWItVCs BY: V.V.5.
DATE: 10/06/05
DRAUWx SCALE AS NOTED
TITLE:
FRAMING PLAN AND DETAILS
SHEET NILIMBER:
S=1
CUMMENTS