HomeMy WebLinkAbout22INTERIOR OR I i
LUN I INUUUJ UUMMM
• `���1 �� 0 REINFORCING (SEE PLAN)
Ec'O 9- STEPPED BOND
BEAM
CENTERING CENTERING
VERT CUP REST CUP
„�.,'. CENTERING REIN INF
8"
CMU GROUT CORE
#4
24"
#5
30"
#6
36"
#7
Lj
#8
48"
'7 unTc.
au
W
STEPPED BOND �,��� REINFORCING VLRI CUP W�
Ac
BEAM REINFORCING (SEE 11-S3.2) FULL HEIGHT co BOND
REINF PLAN I CONTROLMAJOINT 1' SHALL NOT BELAPPED>-
_ VERTICAL WALL
(SEE 11-S3.2)
�` f - - 11 � SEE
PROJECT 8' F we
" BSM LAP BOND BEAM a_ . REINFORCING IN CONTROL JOINT 0
BOD GROUTED CORE
REINFORCING } -` REINFORCING AT =
CORNER (SEE f I i i J 1 ' I I 1 L-- 2. HORIZONTAL JOINT
' i i I I I REINFORCING TO BE Z
INTERIOR I I » DISCONTINUOUS AT
t VERT WALL REINF
0� _i a - v ON -LOAD 1'-6" i i 1'-6m CONTROL JOINTS .��,
Q BOND BEAM I IN GROUTED CORE BEARING CMU WIRE I I .`�� ; • ''' w
0
REINFORCING u - - - m ,
HORIZ MESH L- �° A%
REINF A TYPICAL CORNER
- -
HORIZ _
CMU CMU CMU REINF _ _ _ — — — _
a CMU i Ii BOND BEAM REINFORCING 6AVERT WALL REINF WALL % J
B TYPICAL INTERSECTION TO BE CONTINUOUS THRUCAGING DEVICE CENTERING CLIP DUAL -CENTERING CLIP IN GROUTED CORE
'•
'
�V I III I CONTROL JOINT
NOTE: - } � • I I I I 1 j--- (WRAP WITH MASTIC THRU
. �.
NOTE: CAGING DEVICES AND CENTERING CUPS SHALL BE FORMED _- BOND BREAK)
CM PANEL REINFORCINGGALVANIZEDI ELEVATION
U FROM #9 HARD WIRE, SPOT WELDED AND
NOT SHOWN FOR CLARITY
C TYPICAL BEAM BEARING CMU CONTROL JOINT �
BOND BEAM REINFORCING AT INTERSECTIN WALLS 6 TYPICAL CMU DETAILS 1 TYPICAL
DIFFERENT TOP WALL ELEVATIONS W J
9 AT D� �
1/2m = 1'-0' NTS J CV 0
NOTES: O Q
1. REINFORCING SHOWN IS IN W z
CMU ADDITION TO REINFORCING co
EQ EQ WALL SHOWN ON PLANS AND Q / ♦ Q
SPECIAL DETAILS SHORT SPAN LINTELS (MAXIMUM SPAN 8'-0') LW = V _
VERTICAL REINF O
THRU 2. REINFORCING TO BE SAME LS a
(CONT
PANEL SIZE AS ADJACENT WALL 2-#5 �-0
Z
BOND BEAM) REINFORCING INDICATED ON
o GROUT BOND REINF PLANS
BEAM AFTER CMU q
Ab
VERTICAL CELL -
VIBRATED GROUT CORE SOLID _ J Z
. - FORCING (SEE PROJECT MANUAL)
' ' ' . VERT WALL REINF 3. TYPICAL DETAILS APPLIES TO
REIN - %�'``' '� � " � IN GROUTED CORE ALL EXTERIOR WALLS, INTERIOR 7 5/8» O
SINGLE ''
REBAR /' _ LOAD BEARING WALLS, AND '3"
W / 1 W
POSITIONER ALL PANEL WALLS V
-'n ii �)
_ - D TYPICAL JAMB ii
:. _ _ -• a - j i
------ L ----------- J
-- ---- ----
TOP FIRST GROUT POUR -6 3" ao ---
�
0z (TYP) HORIZONTAL CONCRETE MASONRY
REINFORCING LINTEL TYPICAL VERTICAL CMU WALL REINFORCING
Q
_____
REINFORCING IN _ "TS ^ i -----, » • �, 8" BEARING r
W U
GROUTED CELL =BEARING
SEE REINFORCED
(GROUT 2 U #4 SPACERS AT (GROUT 2
MASONRY PLAN AND PANEL #4 SPACERS AT 48 C TO C I0
TABLE "A" BELOW REINF CMU (BELOW HORIZONTAL REINF) I COURSES 48 C TO C COURSES a
.-. BELOW)
00 L 4 x 3 1 /2 x 5/16 (LLV) (2)-L 1 3/4 x 1 3/4 x 1 /4
MEDIUM SPAN LINTELS (MAXIMUM SPAN 12'-0")
CONCRETE MASONRY LINTEL UNITS
z MAXIMUM CLEAR SPAN: 5'-0" MAXIMUM CLEAR SPAN: 3'-4" X13
DOUBLE REINFORCING
LBR LBR LS4
o -
0 0
2
tz
m
0 CMU WALL
00
I
TABLE A
WALL
REINF
PROJ AND LAP
LENGTH
#4
24"
#5
30"
#6
36"
#7
42"
#8
48"
L 7 x 4 x 3/8 (LLV) 2-#6 w
VERTICAL REINF L L MAXIMUM CLEAR SPAN: 8'-0" (2)-L 3 1/2 x 3 1/2 x 1/4 V
LHS LHS' MAXIMUM CLEAR SPAN: 4'-4" •
(CONT THRU LSB • —
BOND BEAM) 7 5/8"
GROUT CORE SOLID 6" BEARING EACH END 3" S
(SEE PROJECT MANUAL) Y ' L 8 x 4 x 1/2 (LLV)ii (�) - �1--
ii ii
— --A----------- — •
MAXIMUM CLEAR SPAN: 12'-0" -------------- ------------- —------JL_—.-------
J
LHB LHB
eV� > 1" I
e ////�1.1 N rt •
�/ II '
REBAR o /
POSITIONER HORIZONTAL ,�' a'�- I +1 (2)-L 5 x 3 1 /2 x 3/8 (LLV) "'
REINFORCING �"/ = Y I - CONCRETE MASONRY MAXIMUM CLEAR SPAN: 6'-4" h —
BOND BEAM UNITS
REMOVE FACE SHELL FOR MASONRY : _= S8
INSPECTION AND CLEANOUT HOLE AT CONC SLAB a �'J DOUBLE
REINFORCED AND/OR GROUTED CELL h ON GRADE ANGLE _ 2®16 8" BEARING EACH END
i , 8" BEARING N 8" BEARING r i
Ll #4 SPACERS AT 48" C TO C NOTE: i ' (GROUT 2 " #4 SPACERS AT (GROUT 2
TOP FOUNDATION WALL (BELOW HORIZONTAL REINF) GROUT STOP REQUIRED NOTES: '
COURSES 48" C TO C COURSES
so
UNDER BOND BEAM UNITS 1. LINTELS SHALL BEAR ON SOLID MASONRY OR ON TWO COURSES FULLY I BELOW) BELOW)
GROUTED, UNLESS OTHERWISE NOTED. 01
DOWELS TO MATCH
- AND LAP WITHCONCRETE MASONRY BOND BEAM UNITS 2. FURNISH AND INSTALL ALL LOOSE LINTELS REQUIRED FOR ALL OPENINGS IN LONG SPAN LINTELS (MAXIMUM SPAN 16'-0'1 Q
WALL REINFORCING MASONRY, INCLUDING MECHANICAL AND ELECTRICAL WORK, WHETHER HILS •
NOTES: SPECIFICALLY NOTED ON DRAWINGS OR NOT.
00
1. SEE MASONRY PANEL SCHEDULE FOR REINFORCING REQUIREMENTS 3. ALL LINTELS AT EXTERIOR LOCATIONS OR OTHERWISE SUBJECT TO WEATHER OR
N CORROSIVE ATMOSPHERE SHALL BE VANI
R 1-#4
2. MULTI-WYTHE WALLS MAY REQUIRE REINFORCING IN EACH WYTHE co
4. MAXIMUM SPANS DO NOT APPLY TO LOAD BEARING WALLS.
10 TYPICAL REINFORCED CMU WALL
7 TYPICAL CMU BOND BEAM 4 STEEL LINTEL SCHEDULE
HIGH UFT GROUTING NTS CONTRACTOR'S OPTION NTS NTS
Ir cn
EL TOP BOND BEAM BOND BEAM I \
/ F
---�--Y"
REINFORCING DOWELS TO MATCH LAP (TYP) 11 U -----------------
--------------
(Tr
)SEE PLANS STD HOOK STD HOOK AND LAP WITH BOND -- -----------
--
— L ----------JL ----- =BEAM REINFORCING rt N W<
JL
CE R OF CELL AT STEP POCKET
(S PLAN FOR LO ON) I MU
I I I I I I I I
,N = _ o
N
1 -4 3 ca .. = : -. LAP IN WALL FOR ) p
EL TOP BOND BEAM >-: STEEL BEAM I REINF AT BEAM POCKET (-.� — — — I— — — — -4 — �' — — "'� J N °D
SEE PLANS r-------------- • BEARING
i W
L— Q o
16" BEARING I �' 16 ING I H- Z Q
" = ND BEAM I I i #2 STIRRUPS AT I (GROUT FULL i
Bo - . W
(GROUT FULL I HEIGHT BELOW)
r -'- '' I I 8 C TO C 11 -
REINFORCING
BOND BEAM I 2-#5 BARS IN GRO D
#3 SPACERS HEIGHT BE v <
REINFORCINGIL
CORE (STD HOOK EA ND) I I NOTES:
1. GROUT SOLID ALL MASONRY UNITS. SEE THE PROJECT MANUAL
EL TOP BOND BEAM
1 BEARING �— 2. ALL REINFORCING BARS ARE HOOKED AT THE ENDS 0 v, N
SEE PLANS BOND BEAM
~ ' BOND BEAM WALL REINF PLATE NOTE 3. FOR TYPE OF CMU AND TYPE OF BOND SEE THE PROJECT MANUAL
REINFORCING REINFORCING POCKET TO BE 16" MAXIMUM WIDTH 4. LINTELS SHALL BEAR ON SOLID CMU OR BEAR ON 2 FILLED COURSES, LION M
;F 5. MAXIMUM SPANS DO NOT APPLY TO LOAD BEARING WALLS Q Y >. C
ELEVATION AT BEAM POCKET TO BE PACKED SOLID WITH MORTAR 6. BOND PATTERN OF LINTEL TO MATCH ADJACENT WALL m
f co
AND SOLID CMU AFTER JOIST OR BEAM IS 7. BOTTOM OF LINTEL SHALL BE SOLID MASONRY (LINTEL BLOCK REQUIRED) m w
BOND BEAM WELDED TO BEARING PLATE
REINFORCING
THICKNES THICKNESS
O V
NOTES:
1. CMU PANEL REINFORCING OMITTED FOR CLARITY
11 STEPPED BOND BEAM 8
BOND BEAM REINFORCING 5 TYP BEAM POCKET IN CMU WALL 2 CMU LINTEL SCHEDULECHERRY TREE SOREIALL COMPLEX RENOVATIONS
NTS NTS
NTS 208032.00.00