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3/16 2
I
BRG. FE
� II
2- 3 RODS x 8" li ONG �j I i ij
u u
A
CL BEARING
BEAM
TYP
CMU (NO BEARING
ON BRICK) HO
R E 11.1
nnn n 1 inn „� 1 x7 1/2”
BEAM
SECTION
#4 FULL HEIGHT IN ELEVATION
GROUTED CORE (UNLESS
OTHERWISE NOTED)
BEAM PARALLEL TO MASONRY WALL
21 T
3
41
51
531486
2"
NOTE:
FILL ALL CORES WITH
GROUT 2 COURSES
BELOW BEARING.
B
C
2 112" CONC SLAB
N (NORMAL WEIGHT)
6x6- W1.4xW1.4
N, 9/16" STL FLR DECK WELDED WIRE FABRIC
N _
EL III' -I I/4"
•— • —• —• —• —• —• —• •— •— •— • —• —• —• OR EL 121' -9 I/4"
3
CL BEARING AND
CL WALL
I
r BEAM
UX
� "x6 "x8"
43 RODS CMU
LONG( WALL
I
---
ON
BEAM PERPENDICULAR TO MASONRY WALL
1 -S2 BEAM BEARING ON MASONRY
SCALE: NONE
3/4 "0 BOLT
2 112" CONC SLAB (2 TOTAL PER
RE: 2 -S2 RAIL POST)
3/16 3 -12
STEEL
JOISTS
I 1
1'-4" I 4"
BEARING I�
PLAN
PIPE RAILING
RE: ARCH PLANS
P_ 3/16 "x6 "x4"
3/16
-1
3/16" CAP PLATE
BENT PLATE
5 "x6 1/2 "xl /4"
4 -S2 4" CURB AT MEZZANINE EDGE
SCALE: 1 1/2" = 1' -0"
BRG AND 2"
CL CMU WALL
I
FE I/4 "x4 "x8"
U-) <
a
A
CMU
STL JOIST BOND BEAM
RE: SJI
>+1
SPECS
JOIST
SINGLE BEARING BRG EL7
I l A ll
TOP CMU -/
TYP
N
N,
co
z
2" 4" 2"
a w
w W
m J
CL JOIST 0 _ EL
I o o>_
uj
w N
z o
I
52
#3 BARS —V
ELEVATION A
SCALE: 1 1/2 " =1' -0"
-CL CMU WALL
DOUBLE BEARING
OIST
5 -S2 JOIST BEARING ON MASONRY (SLOPED)
SCALE: NONE
COPYRIGHT 1990 BY PANNING /HOWEY ASSOCIATES, INC.
/ t R
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off
HIT
It
A. PERPENDICULAR TO JOIST
L2 1/2x2 1/2x3/16
INT FACE MASONRY WALL (CONT)
1/2" EXP JT MAT'L TYP CONC FLOOR
SLAB RE: 2 -S2
JOIST BEARING
EL RE: PLANS
STL CHANNEL
RE: PLANS
I/2"
B. PARALLEL TO JOIST
STL JOIST
RE: PLANS
L2 1/2x2 1/2x3/16
INT FACE MASONRY WALL (CONT)
1/2" EXP JT MAT'L TYP CONC FLOOR
(TYPICAL) SLAB RE: 2 -S2
TOP JOIST — '— '— '— '— ' —' —' —'
EL RE: PLANS
BENT PLATE I II STL JOIST
RE: 4 -SLI db RE: PLANS
3 -S2 TYPICAL CONCRETE FLOOR SLAB EDGE
SCALE: NONE
STL
ITYP
JOIST TO BEAM
NOTES:
I. METAL DECK OMITTED
FOR CLARITY.
2. * SEE SJI SPECS
FOR JOIST TO BEAM
WELD AND BOLT
SIZES REQUIRED.
3. JOIST BEARING DEPTH
TO BE 5" AT CENTER -
LINE OF BEAM.
2
a
w
m
STL JOIST
(TYP)
a
BEARING
STIFFENER (TYP)
JOIST
P)
I/4"
EXTENDE
BOTT CHORD
(TYP) _ /
BENT t 3 "x3 "x3/16"
(4" LONG) TYP
STL. COLUMN
JOIST AT COLUMN
STL JOIST
(TYP)
6 -S2 JOIST BEARING ON STEEL (SLOPED)
SCALE: NONE
FAMILY LIFE CENTER
WOODLAND SPRINGS CHRISTIAN CHURCH
EAST 116TH STREET & LAKESHORE DRIVE
CARMEL, INDIANA
v
i
E
I— — — — — — — — --- — — — — — — — —
1 r--------- 7---- rr------
STL JOIST
I I yr9 F�
I I
STL BEAM
STL JOIST
CMU
WALL
L_______ L��
NOTES:
STEEL FLOOR DECK
SHALL BE GALVANIZED
ACCEPTABLE PRODUCTS ARE:
9/16" DEEP, 26 GA.
STAY -IN -PLACE FORMS
WITH:
I I I (
A. VULCRAFT, .6C CSV CONFORM
IJ ! Irf 1
B. EPIC, MF -50
n i`I T 7 T-T I ILJ
S Z 0.042 IN3 /FT.
C. GRANCO, STANDARD CORRUFORM
I I
UP flilillll
1 Z 0.013 IN 4 /FT.
D. ROLL FORM, TYPE 5
F— r_,
Fy = 80,000 PSI
E. OR APPROVED EQUAL
2 -S2 2 1/2"
CONCRETE
FLOOR SLAB
SCALE: NONE
I
li
CL BEARING AND
CL WALL
I
r BEAM
UX
� "x6 "x8"
43 RODS CMU
LONG( WALL
I
---
ON
BEAM PERPENDICULAR TO MASONRY WALL
1 -S2 BEAM BEARING ON MASONRY
SCALE: NONE
3/4 "0 BOLT
2 112" CONC SLAB (2 TOTAL PER
RE: 2 -S2 RAIL POST)
3/16 3 -12
STEEL
JOISTS
I 1
1'-4" I 4"
BEARING I�
PLAN
PIPE RAILING
RE: ARCH PLANS
P_ 3/16 "x6 "x4"
3/16
-1
3/16" CAP PLATE
BENT PLATE
5 "x6 1/2 "xl /4"
4 -S2 4" CURB AT MEZZANINE EDGE
SCALE: 1 1/2" = 1' -0"
BRG AND 2"
CL CMU WALL
I
FE I/4 "x4 "x8"
U-) <
a
A
CMU
STL JOIST BOND BEAM
RE: SJI
>+1
SPECS
JOIST
SINGLE BEARING BRG EL7
I l A ll
TOP CMU -/
TYP
N
N,
co
z
2" 4" 2"
a w
w W
m J
CL JOIST 0 _ EL
I o o>_
uj
w N
z o
I
52
#3 BARS —V
ELEVATION A
SCALE: 1 1/2 " =1' -0"
-CL CMU WALL
DOUBLE BEARING
OIST
5 -S2 JOIST BEARING ON MASONRY (SLOPED)
SCALE: NONE
COPYRIGHT 1990 BY PANNING /HOWEY ASSOCIATES, INC.
/ t R
0
off
HIT
It
A. PERPENDICULAR TO JOIST
L2 1/2x2 1/2x3/16
INT FACE MASONRY WALL (CONT)
1/2" EXP JT MAT'L TYP CONC FLOOR
SLAB RE: 2 -S2
JOIST BEARING
EL RE: PLANS
STL CHANNEL
RE: PLANS
I/2"
B. PARALLEL TO JOIST
STL JOIST
RE: PLANS
L2 1/2x2 1/2x3/16
INT FACE MASONRY WALL (CONT)
1/2" EXP JT MAT'L TYP CONC FLOOR
(TYPICAL) SLAB RE: 2 -S2
TOP JOIST — '— '— '— '— ' —' —' —'
EL RE: PLANS
BENT PLATE I II STL JOIST
RE: 4 -SLI db RE: PLANS
3 -S2 TYPICAL CONCRETE FLOOR SLAB EDGE
SCALE: NONE
STL
ITYP
JOIST TO BEAM
NOTES:
I. METAL DECK OMITTED
FOR CLARITY.
2. * SEE SJI SPECS
FOR JOIST TO BEAM
WELD AND BOLT
SIZES REQUIRED.
3. JOIST BEARING DEPTH
TO BE 5" AT CENTER -
LINE OF BEAM.
2
a
w
m
STL JOIST
(TYP)
a
BEARING
STIFFENER (TYP)
JOIST
P)
I/4"
EXTENDE
BOTT CHORD
(TYP) _ /
BENT t 3 "x3 "x3/16"
(4" LONG) TYP
STL. COLUMN
JOIST AT COLUMN
STL JOIST
(TYP)
6 -S2 JOIST BEARING ON STEEL (SLOPED)
SCALE: NONE
FAMILY LIFE CENTER
WOODLAND SPRINGS CHRISTIAN CHURCH
EAST 116TH STREET & LAKESHORE DRIVE
CARMEL, INDIANA
v
i
E
I— — — — — — — — --- — — — — — — — —
1 r--------- 7---- rr------
— — — — — — —I
- - ----
] I
I I yr9 F�
I I
L_______ L��
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SIGN BOLT II I
ANCH
STON
R TO EXISTING
FACING
(�
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_
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i
GROUND FLOOR PLAN
_ ; - -- L—
=_— =__— =r = -� UP
L- — _1 11
r-
�=
'F r —III
I L4 I I r 1 II
I - -J I I\� I L
I I I L _j I I I F —III
L _� L__- -_._ —_ — III
- - - - -- --__j
PARTIAL PLAN — MECHANICAL MEZZANINE
a�
SCALE: 1/8" = 1' -0"
FLOOR FRAMING PLAN
DRAWN BY: T.J.H. COMM. NO.: 8971.00
CHECKED BY: G.E.K. DATE: APRIL 2, 1990
REVISIONS NO. DATE
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