HomeMy WebLinkAbout16DIMENSION LJNE ON
TABLE A
FOOTING
REINFORCING
LAP
LENGTH
EMBEDMENT
LENGTH
PLANS
GRID LINE MASONRY WALL
1'-0"
EMBED VARIES
1'-8"
(SEE NOTE BELOW)
#6
(SEE PLAN) REINFORCING
1'-2"
SEE TABLE A
2'-4"
1'-6"
(SEE MASONRY1'-4"
�1
�„
(TYP) CMU
PLAN)
S�
�1
FOR PIPES WITH LESS THAN 6" COVER 8" PIPE (SEE PLUMBING
()
BARRIER FILL
2'-0" (TYP)
CONC
Q
u
�4
N
� v
DOWELS TO 77
STEP TRENCH FOOTING 1'-0" EACH PLAN FOR LOCATION)
EXCAVATION LIMITS
_
>.
U U
MATCH PANELj
EL TO FOOTING
^
REINFORCING FULLY o
GROUTED
:
°
°
• -
TABLE A
FOOTING
REINFORCING
LAP
LENGTH
EMBEDMENT
LENGTH
14
1'-4"
1'-0"
15
1'-8"
1'-0"
#6
2'-0"
1'-2"
#7
2'-4"
1'-6"
7-7
I LAP
iSTD HOOK HOOK 1 1/2- KEYWAY Q9D H00 Lu
F_
j HORIZ n HORIZ (TYP) v
CONC SLAB REINF REINF p
ON GRADE ``' s
°- d a }
p
(CENTER IN CMU) I azo 4 , . _ ° 3 A d ° • . a ..- _
d �- • °. _
� CMU ELEVATION � '� F 4 _� ° . '. o - °
i •=
FINISH FLOOR N N
d ° a NOTE: VERT CONSTR
-_---.---_—�_-- - 4 DIMENSIONS ON PLANS MAY 4
HORIZ ° JOINT DOWELS TO
° '_ "f H CMU PIP REINF �.
®' °- VARY 1 0 TO MATCH
° COMPRESSIBLE RUBBER ° (WALLS ONLY) MATCH AND �" .•' w
° CONC SLAB * 8 - MODULAR DIMENSIONS
ON GRADE FTG REINF o PIPE (SEE SEAL EACH END LAP WITH
TOP FOOTING (SEE PLAN FOR a do ---= EL TOP FOOTING MECHANICAL & '- (SEE MECHANICAL DOEWLS TO REINFORCIHORIZONTNG AL P5 7V
_
PLANS) PLANS) MATCH AND ° N
14 AT 4'-( C ° EL 98 -8 LION WALL SECTION) '_° :'d z LAP WITH
3 Q i i i HORIZONTAL >>
DOWELS (SAME SIZE °' d �_ •
TOP REINFORCING' d • _Y w ��,, i i i REINFORCING •_ °- ��,
a m ^ AS FTG REINF) TO �, WIDTH HORIZ �������►�*i�„\�`��
(SEE SCHEDULE) " - z LAP WITH FOOTING �) RIENF
DEPTH EQUALS REINFORCING v
TYP = THICKER ADJACENT FTG REINF NOTE:
BOTTOM REINFORCING WALL SECTION LAP VARIES (SEE PLAN FOR ALL PIPES PASSING THRU
(SEE SCHEDULE) �- 2' RIGID N FOOTING SEE TABLE A WAIL SECTION) WALL FOOTING FOUNDATION WALL SHALL NOT
WIDTH (TYP)
INSULATION (SEE PLAN FOR INTERRUPT VERTICAL REINFORCING
FIELD GEOTECHNICAL ®. SIZE AND X co
ENGINEER TO VERIFY 7 TYPICAL STEPPED FOOTING 4 REINFORCING) PIPE THRU WALL FOOTING 1 TYPICAL CONCRETE REINFORCING W J
BOTTOM OF FOOTING
ELEVATION AND BEARING EQ WALL THK EQ 2" NTS COORDINATE LOCATION WITH MECHANICAL PLANS 3/4" = 1'-0" NTSCAPAcny WITH N 0
GEOTECHNICAL CORNER BAR 0 Q
ENGINEERING REPORT W TO MATCH W
LONGITUDINAL
WALL FOOTING FFOOTING AND LAP WITH co Z
DOWELS (MATCH AND REINFORCING REINFORCING FOOTING Q Q
LAP WITH FOOTING REINFORCING W
FOOTING W O = cn
EXTERIOR WALL FOOTING SCHEDULE (EWF)
FTG MARK
FTG MARK
DIMENSIONS
REINFORCING
�� o
TOP
BOTTOM
2'-0"
2-#7 CONT
3-#7 CONT
WF3
EWF4
4'-0"
4-#7 CONT
5-#7 CONT
Q
�„
REINFORCING) REINFORCING - - - - _
EL TOP FOOTING I I I I F 4
0 4
SEE PLAN
g J O J J
WALL INVERT OF In
FOOTING :° z I I i— I I TRANVERSE I H V w
SEE FO a I I / \1 I PIPE SLEEVE I 3 FOOTING 4. - = Q
SECTION IN
d ° d'' z co I I I REINFORCING >
SE N ==tea`--- I �_�� I---��4—__ �' V '=
° 1 / LONGITUDINAL LONGITUDINAL 00_
fi Q a aoe FOOTING FOOTING < Z Q
I I
NOTES: '. 1\ o Z , E2 REINFORCING REINFORCING V J
V
LL Ix
1. USE CONCRETE BRICK ABOVE FOUNDATION WALL TO MAINTAIN FACE BRICK AT GRADE - - - - - - �'
TRANSVERSE d � 4 �. .
2. SEE PLAN FOR EARTH FORMING REQUIREMENTS NOTE: FOOTING O Q
• PIPE SLEEVE - PROVIDE SEE PLANS FOR REINFORCING
3. SEE PLAN FOR WALL FOOTING MARK AND TOP FOOTNG ELEVATION 6 1/2" CLEAR AROUND DOWELS TO MATCH FOOTING SIZE AND V
PROJECTION PIPE (SEE MECHANICAL WALL FOOTING REINFORCING
4. PROVIDE "EWF2" FOOTING UNLESS OTHERWISE NOTED PLANS FOR LOCATION) 1'-6' (MINIMUM) REINFORCING
5. FOOTINGS SHALL BE EXCAVATED TO CREATE VERTICAL FACES TO INDICATED DIMENSIONS WITHIN AND (TYPICAL) FOOTING FOOTING
THE TOLERANCE OF +6' AND -0"
TYPICAL FOOTING REINFORCING
10 TYPICAL EXTERIOR WALL FOOTING 8 STEP AT WALL FOOTING 5 DEEPENED WALL FOOTING Z AT CORNERS E
3/4' = 1'-0- 3/4' = 1'-0' 3/4" = 1'-0' NTS
O
w
MAS WALL PANEL A. TYPICAL CONSTRUCTION JOINT B. TYPICAL CONTROL JOINT .
REINFORCING MASONRY OPENING
(SEE MAS PLAN) 1/4- PREFORMED CONTROL JOINT WIRE 2.1 x C2 1 WELDED CONTROL JOINT
DOWELS TO JOINT MATERIAL AT CENTERLINE o DISCONTINUE AT JOINT WWF
MATCH VERT � (TYP) (SEE PROJECT S
WALL REINF DOOR = / / BOTTOM CONSTRUCTION 0 NT-\
MANUAL)
TOP FDN WALL i ___ _______g-_ ___= M FOOTING----_- --
-- - _
FIN FLRaq _
AEL ND100'-0" UON F a .r_ DOOR ; r_ fI I//i /�''�/ ` d
— ---�-- ... ---t-wl FRAME
d - _
L8 CMU WALL
(TMP) BEYOND ,fl./ / VAPOR
------------------
/ / / DRAINAGE DRAINAGE
--==_a__m_ � .,,� �,, _/ -�,, VAPOR FILL BARRIER
EL TOP FTG PLAN " SECT CONC SLAB CONTROL / /% FILL 4" 8" 8" 4" BARRIER
SEE PLAN 1/2 = 1 -0 ON GRADE JOINT
TOP
/ �I
-----=---:r--i--=1/ —__._---- BACKFILL WITH LEAN CONCRETE - / - /- BOTTOM SLEEVE AT INVERT
REINFORCING 4 °' a ( C. TYPICAL THICKENED SLAB D. TYP DEPRESSED SLAB EDGE AT WALL %0
(SEE ) PRIOR TO FOOTING01
-
1500 PSI PLACING �/ �; �� / . , - � �
SCHEDULE)
I1� w ...
. w
w PIPE SLEEVE - PROVIDE 2-#4 (CONT) KEYWAY 0
BorroM N NOTE:
ELEVATION 1/2" CLEAR AROUND CONSTRUCTION •
REINFORCING 3" TOP FOOTING -� NO PIPES SHALL PASS THRU 8" ( CONTROL JOINT (
OR UNDER COLUMN FOOTINGS.
PIPE SEE PLUMBING JOINT WHERE
(SEE 4 TYP (TYP) PLAN FOR LOCATION) (WHERE SHOWN SHOWN ON PLANS) WWF w
SCHEDULE)ALL PIPES SHALL BE INSTALLED Lu
d FOOTING-/' SECTION PRIOR T CONSTRUCTION OF EXCAVATION LIMITS
ON PLANS) cn
FOOTING
WWF -\
CL WALL FIELD GEOTECHNICAL
(SEE PLAN) EQ EQ ENGINEER TO VERIFY 9 TYPICAL SLAB AT INTERIOR OPENING DEEP TRENCH
BOTTOM OF FOOTING -_ =
ww" ELEVATION AND BEARING 3/4" = 1'-0" _
°
CAPACITY WITH o - BARRIER M
DETAIL A GEOTECHNICAL VAPOR
DRAINAGE
SINGLE WYTHE WALLS ENGINEERING REPORT VAPOR DRAINAGE FILL ALIGN WITH FACE
WALL ABOVE
BARRIER T 2 T 2 FILL/- _' / BOTTOM " • W
FOOTING 4 / T / 4
INTERIOR WALL FOOTING SCHEDULE (WF)
FTG MARK
DIMENSIONS
REINFORCING
"W"
TOP
BOTTOM
WF2
2'-0"
2-#7 CONT
3-#7 CONT
WF3
3'-0"
3-#7 CONT
4-#7 CONT
DRAINAGE OR
FILL BARRIER
Q
�„
F. E. ETYPICAL DEPRESSED SLAB FTYPICAL SLAB AT WALL Q
. / cv
� '� .%moi' ` / �,•/ �.,'�, � / � " � O
2 4 DEPRESSION 1/4" PREFORMED o Z
/ ,. / %i` 1 OR EMBEDDED JOINT MATERIAL J N
WWF ITEMN WWF Q N a0D
/ I777 --===--tea -
Lu
BACKFILL WITH LEAN CONCRETE / :' j ' / BOTTOM SLEEVE AT INVERT --_- - ° ;� --__ _ 0 :i
(1500 PSI) PRIOR TO PLACING /. II` , io ;� Z v G
FOOTING
y
O
PIPE SLEEVE - PROVIDE
NOTE:1/2" CLEAR AROUND
VAPOR DRAINAGE
DRAINAGE OR
FILL BARRIER
Q
�„
NOTES:
FOR PIPES WITH LESS THAN 6" COVER 8" PIPE (SEE PLUMBING
()
BARRIER FILL
Q
u
N
1. GROUT ALL CORES IN CMU BELOW FINISHED FLOOR PRIOR TO SLAB PLACEMENT
STEP TRENCH FOOTING 1'-0" EACH PLAN FOR LOCATION)
EXCAVATION LIMITS
_
>.
T
SIDE OF PIPE. SEE 5-S1.2. PIPES
NOTES:
�
2. SEE FOUNDATION PLAN FOR WALL FOOTING MARK AND TOP FOOTING ELEVATION
LESS THAN 2'-0" DEEP SHALL PASS
1. ALL CONCRETE FOR SLAB ON GRADE SHALL BE F'c = 3500 PSI AT 28 DAYS.
c
3. PROVIDE "WF2" FOOTING UNLESS OTHERWISE NOTED
OVER FOOTINGS.
SHALLOW TRENCH
2. WELDED WIRE FABRIC TO BE DEPRESSED OR LAPPED AT ALL DEPRESSIONS.
W
39
4. SEE REINFORCED MASONRY PLAN FOR WALL TYPE AND WIDTH ABOVE FOOTING
3. FIBROUS REINFORCEMENT TO BE USED IN ADDITION TO WELDED WIRE FABRIC.
p v
SEE ARCHITECTURAL PLAN FOR CONFIGURATION OF MULTI-WYTHE CMU WALLS
11 INTERIOR FOUNDATION SCHEDULE
6 TYPICAL PIPE BACKFILL AT FOOTING
3 TYPICAL 4" CONCRETE SLAB ON GRADE
CHERRY TREE SOFTBALL COMPLEX RENOVATIONS
208032.00.00
CONTRACTOR'S OPTION - COLD WEATHER PROTECTION NTS
NTS
FOR VAPOR SENSITIVE FLOOR COVERINGS OR HUMIDITY CONTROLLED AREAS NTS