HomeMy WebLinkAbout0866.95.17L
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1
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W'x6 "x8" BRG PL
UON >4i° 21. C BEARING W/ 2- IA2"Ox6" LONG
Me 2 PLATE ANCHORS (TYP UNO)
{ BEAM
1- ------ -- BEAM
x.
fx EDGE OF 11?
I, a it
GROUTED CMU ii CMU
U i `U (NO BEARING '„ WALL
— — — — — -� - ON BRICK)
2- #5x32" LONG
IN 8" DEEP
BOND BEAM -- .
VERT REINF FULL HEIGHT IN-/'
N ELEVATION SECTION
GROUTED CORE (TYP)
A. 6EAM PARALLEL TO MASONRY WALL
" NOTE
-
1 1,FILL ALL CORES WI fH GROUT FULL HEIGHT BELOW BEARING
2,THIS DETAIL_ APPLIES TO ALL BEAMS OR LINTELS BEARING ON MASONRY
CMU
WALL QL_ BEARING AND
% C WALL
i
BEAM
V4 ! '
BEAM
H 'W'x6 "x8" BRt, PL ( TYP UNO) -
W1 2- Vt "Ox6" LONG
ANCHORS CMU
2 -- #5x32" LONG WALL BEARING R.
- IN 8" DEEP
BOND BEAM
PLAN
I 1JECTION
EL BEAM PERPENDICULAR TO MASONRY WALL
G
TYP. BEAM BEARING ON -MASONRY
SCALE: N.T.S.
C
5 1 6 7 1 8
10-TES: INTERIOR OR EXTERIOR
1. REINFORCING SHOWN IS IN LOAD- BEARING CMU
ADDITION TO REINFORCING Lj
SHOWN ON PLANS AND GROUT CORE
SPECIAL DETAILS FULL HEIGHT 8"
2. REINFORCING TO MATCH
WALL REINFORCING INDICATED
ON PLANS
CMU WALL
INTERIOR
NON- BEARING
CMU
WIRE MESH �•��
VERT WALL REINF WALL TIE
A TYPICAL CORNER B TYPICAL INTERSECTION
TYP MASONRY WALL REINFORCING
14 0 THRU -BOLTS
`a)
i
B p
PLATE GLULAM BEAMS
- - - TUBE STEEL COLUMN
-' (SEE PLAN)
A GLULAM BEARING AT COLUMN „
SCALE: NTS S402
1 2 3 4 5
SCALE: 1 " =1' -0"
9 10 ' 11 12 I 13 , 14
CMU WALL-
/
VERT WALL REINF
C TYPICAL JAMB
SCALE: 1"=V-0"
F
1 O NAILS 0 6" o.c.
0 ALL SUPPORTED PANEL EDGES
4'x8' PLYWOOD
PANEL
10d NAILS 0 }
VER TICAL
PLAN
12" o.c. -ROOF
E
10" o.c.- -FLOOR
WALL RIENF
IN FIELD OF PANEL
MATERIAL
PANEL CLIPS
SEE PLAN I
BETWEEN
8' -0" OF CONTROL JOINT.
SUPPORTS -
TYPICAL FLOOR OR ROOF
- HORIZONTAL JOINT ","INF
JOISTS OR TRUSSES
'
TYP. ROOF NAILING PATTERN
D
—
SCALE: N.T.S.
C
5 1 6 7 1 8
10-TES: INTERIOR OR EXTERIOR
1. REINFORCING SHOWN IS IN LOAD- BEARING CMU
ADDITION TO REINFORCING Lj
SHOWN ON PLANS AND GROUT CORE
SPECIAL DETAILS FULL HEIGHT 8"
2. REINFORCING TO MATCH
WALL REINFORCING INDICATED
ON PLANS
CMU WALL
INTERIOR
NON- BEARING
CMU
WIRE MESH �•��
VERT WALL REINF WALL TIE
A TYPICAL CORNER B TYPICAL INTERSECTION
TYP MASONRY WALL REINFORCING
14 0 THRU -BOLTS
`a)
i
B p
PLATE GLULAM BEAMS
- - - TUBE STEEL COLUMN
-' (SEE PLAN)
A GLULAM BEARING AT COLUMN „
SCALE: NTS S402
1 2 3 4 5
SCALE: 1 " =1' -0"
9 10 ' 11 12 I 13 , 14
CMU WALL-
/
VERT WALL REINF
C TYPICAL JAMB
N.T.S.
J — BOND BEAM At-
WALL — 1 t
1 PRECAST
DUE 1
1' MASONRY 1 .
+ f
OPENING
VERTICAL 1 1
REINF TO..�
MATCH `- — — __ —
. WALL i
REINF I -� 1
1 • � _ 8" DEEP BOND
y r BEAM (OMIT AT
DOOR OPENING)
1!
TYP MASONRY WALL OPENING
SCALE: 1" =1' -0"
VERTICAL REINF
(CONT THRU
BOND BEAM)
itr �
CORE FILLED SOLID
WITH FINE GROUT I i
�~ II
CONCRETE MASONRY
BOND BEAM UNITS
2 -#5, U.N.O. J 2
TYPICAL BOND BEAM
SCALE: 1" =l'-
7
PLYWOOD SHEATHING
TRUSS ANCHOR
(1) SIMPSON HI
HURRICANE ANCHOR
AT END OF TRUSS.
(6) 8d NAILS IN TRUSS
(4) 8d NAILS IN PLATE
SECTION
SCALE: 4'4" _ 1' - -0"
1/4" LEVFL. :N
3/4" NON -Si
NUN - META,.'.
4 -3/4" DIA., A301
ANCHOR BOt. TS-
TYPICAL COLUMN BASE DETAIL
MATERIAL KEY NOTES
L
J NAILS
6" 0. C. PRE- ENGINEERED
WOOD TRUSS
�__ ---- 2x8 W/ SLOPING TOP
/ AT ALTERNATE TRUSS
SPACES. ANCHOR -TO
- PLATE W/ (1) SIMPSON
10 A35 FRAMING ANCHOR K
-
1/2" 0 x 2"
A307 ANCHOR BOLTS
(W/ NUT do WASHER)
0 4' -0" O.C.
�-- 8" BOND BEAM
W,/ (2) #5 CONT,
8" BLOCK W/ REIF.
J
1
SCALE: N.T.S.
(4) 2x12 BEAM
SIMPSON HGL
BEAM SEAT
CONNF CTION
NON- SHRINK
GROUT AS RI
GROU T 16"
BELOW BEAM
? "W ANCHOR
2x CONT PLATE BOLTS 0 48 "o.c.
8" CMU WALL
WOOD BEAM AT MASONRY WALL
SCALE: Y4" = 1' - -C"
HORIZONTAL REINFOR,
EVERY 16" VERTICALL
PLACE MORTAK ON I
WEBS ADJACENT TO
WHICH WILL BE GROI
TO PREVENT LEAKAC
BLOCK CORES WITH S
TO BE FILLED WITH
GROUT THE FULL
HEIGHT OF WALL.
10
3/4x1Ox10
No, 5 BARS VERTICAL AT 4' -0" O.C.
LAP BARS 30 DIA, AT SPLICES,
EXTEND BARS 30 DIA. INTO
FOUNDATION WALL UNLESS AS
OTHERWISE NOTED. VERT. REINF.
REQUIRED ON ALL WALLS OVER
B' -0" IN HEIGHT.
TYPICAL WALL REINFORCING
SCALE: NTS
MEN"
11
12
13
14
NO. REVISIONS /SUBMISSIONS DATE:
MCCOMAS
STRUCT_U_R_AL ENGNEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
9102 North Meridian Street, Suite 450, Indianapolis, Indiana 46260
317 -580- -0402 317 -582 -0766 Fox
11;k 7172 Graham Road
Indianapolis, Indiana 46250
Architects A Engineers A Land Surveyors
Landscape Architects A Land Planners
Environmental Consultants
(317) 842 -6777 Fax 841 -4798
PAUL 1. CRIPE, INC.
PROJECT TITLE: SHURGARD STORAGE FACILITY
CARMEL, INDIANA
CERTIFIED BY: DRAWING TITLE.
TYPICAL
SECTIONS AND DETAILS
TECH. SERVICES CHECK:
No. 3 =_
>; 860325 .j`��' DRAWN BY: PROJECT N0:
STATE O F
`F` �MIIAM�4.' DLR 95046
"i CHECKED BY' SCALE:
%, /ONAL CRIVI
REVIEWED BY: DRAWING NO:
'7 DATE:
8- -3 -9.5 5402
8
C
F
E
C
L
NOTE:
VER TICAL
PLAN
I
CONTROL JOINT
1, BOND BEAM REINF SH At t
WALL RIENF
MATERIAL
NOT BE LAPPED WITHIN
SEE PLAN I
8' -0" OF CONTROL JOINT.
I
l
- HORIZONTAL JOINT ","INF
'
1
-• TO BE DISCONTINUOUS AI
CONTROL JOINTS
—
I
!
1'- 6 "
1' -6
I
'
1
_r - - -_
__ --
I
1
BOND BEAM REINF
1
TO BE CONTINUOUS
THRU CONTROL JT.
(WRAP WITH MASTIC
FV.ATI N
FOR BOND BREAK)
TYP MASONRY
CONTROL
JOINT
N.T.S.
J — BOND BEAM At-
WALL — 1 t
1 PRECAST
DUE 1
1' MASONRY 1 .
+ f
OPENING
VERTICAL 1 1
REINF TO..�
MATCH `- — — __ —
. WALL i
REINF I -� 1
1 • � _ 8" DEEP BOND
y r BEAM (OMIT AT
DOOR OPENING)
1!
TYP MASONRY WALL OPENING
SCALE: 1" =1' -0"
VERTICAL REINF
(CONT THRU
BOND BEAM)
itr �
CORE FILLED SOLID
WITH FINE GROUT I i
�~ II
CONCRETE MASONRY
BOND BEAM UNITS
2 -#5, U.N.O. J 2
TYPICAL BOND BEAM
SCALE: 1" =l'-
7
PLYWOOD SHEATHING
TRUSS ANCHOR
(1) SIMPSON HI
HURRICANE ANCHOR
AT END OF TRUSS.
(6) 8d NAILS IN TRUSS
(4) 8d NAILS IN PLATE
SECTION
SCALE: 4'4" _ 1' - -0"
1/4" LEVFL. :N
3/4" NON -Si
NUN - META,.'.
4 -3/4" DIA., A301
ANCHOR BOt. TS-
TYPICAL COLUMN BASE DETAIL
MATERIAL KEY NOTES
L
J NAILS
6" 0. C. PRE- ENGINEERED
WOOD TRUSS
�__ ---- 2x8 W/ SLOPING TOP
/ AT ALTERNATE TRUSS
SPACES. ANCHOR -TO
- PLATE W/ (1) SIMPSON
10 A35 FRAMING ANCHOR K
-
1/2" 0 x 2"
A307 ANCHOR BOLTS
(W/ NUT do WASHER)
0 4' -0" O.C.
�-- 8" BOND BEAM
W,/ (2) #5 CONT,
8" BLOCK W/ REIF.
J
1
SCALE: N.T.S.
(4) 2x12 BEAM
SIMPSON HGL
BEAM SEAT
CONNF CTION
NON- SHRINK
GROUT AS RI
GROU T 16"
BELOW BEAM
? "W ANCHOR
2x CONT PLATE BOLTS 0 48 "o.c.
8" CMU WALL
WOOD BEAM AT MASONRY WALL
SCALE: Y4" = 1' - -C"
HORIZONTAL REINFOR,
EVERY 16" VERTICALL
PLACE MORTAK ON I
WEBS ADJACENT TO
WHICH WILL BE GROI
TO PREVENT LEAKAC
BLOCK CORES WITH S
TO BE FILLED WITH
GROUT THE FULL
HEIGHT OF WALL.
10
3/4x1Ox10
No, 5 BARS VERTICAL AT 4' -0" O.C.
LAP BARS 30 DIA, AT SPLICES,
EXTEND BARS 30 DIA. INTO
FOUNDATION WALL UNLESS AS
OTHERWISE NOTED. VERT. REINF.
REQUIRED ON ALL WALLS OVER
B' -0" IN HEIGHT.
TYPICAL WALL REINFORCING
SCALE: NTS
MEN"
11
12
13
14
NO. REVISIONS /SUBMISSIONS DATE:
MCCOMAS
STRUCT_U_R_AL ENGNEERS FORENSIC ENGINEERS NATIONAL CONSULTANTS
9102 North Meridian Street, Suite 450, Indianapolis, Indiana 46260
317 -580- -0402 317 -582 -0766 Fox
11;k 7172 Graham Road
Indianapolis, Indiana 46250
Architects A Engineers A Land Surveyors
Landscape Architects A Land Planners
Environmental Consultants
(317) 842 -6777 Fax 841 -4798
PAUL 1. CRIPE, INC.
PROJECT TITLE: SHURGARD STORAGE FACILITY
CARMEL, INDIANA
CERTIFIED BY: DRAWING TITLE.
TYPICAL
SECTIONS AND DETAILS
TECH. SERVICES CHECK:
No. 3 =_
>; 860325 .j`��' DRAWN BY: PROJECT N0:
STATE O F
`F` �MIIAM�4.' DLR 95046
"i CHECKED BY' SCALE:
%, /ONAL CRIVI
REVIEWED BY: DRAWING NO:
'7 DATE:
8- -3 -9.5 5402
8
C
F
E
C
L