HomeMy WebLinkAboutR-3847446ENERAL 5TRU( TURAL NOTES
1.
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EN&Ii lR1%
LOAD TYPL
CRITERIA
HOL LO WORE PLANK
3 I�
S �PLR1�11P .aE'D DEAD LOAD
DEPTH OF SOIL PER, PLAN
it
501L )*16HT = 120 pd
SUPERWOSED LIVE LOAD
14520-44 VEHICLE LOAD OR
EXPOSED TO EARTH OR Y�EATHER
45 -KIP OUT-RI66:'R LOAD
. 1M• 4 • •
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r r 0 i air l'" +ril •
•w414
UWe.� 51MAGES CAST
ALL
3 I�
i
w
i • *� rte. .
it
C M--6; • I
• •
I1� IWA 5
EXPOSED TO EARTH OR Y�EATHER
. 1M• 4 • •
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r r • • � r .� r - •
r .. �.. # id/ • iii
M d% •
A ;All
IF
4114
r •Alf.dAIM
.i■ fir!'--�'��/T r .. I .. r !' .n. • '"i wi �r
:.i - .r t .0 • r r + .� • n : .i
PF do
r •, , • • • r
do
r r �►
IP
70 Ar • rJM. . r • A r • -
INT
11 WA
1,, •:aI - t I _t w7►
Wo Av
.• r tr • t .. • t i
Apo
wr. I r . i• w w
4 aa
•:'.. a ..••
NOW 1W ate/ • a •
Iq
wi of q �r • • : • _4 *.,a
10 0 dM
Aft
AA ..;w• ." r I .. I • • •
SF0" BE MIXED, PI?OPDXT1CNED, CONI D AND PLACM IN
ACZMAXE NTH 180 5MTION AM AIS ACI 301. 5TRE%TH5 AT 2b DAYS
A40 MIX CRITERIA SHALL BE 3000 P51 NTH A MAXH M NVG RATIO OF OW
A00 MNKH C&M CONTERT PER YARD OF * 5A"5.
THE MWW AMOUNTS OF GEMENTITIOUS MATERIAL MAY BE CHAN6ED IF A
MIX DE516N 15 SLO4 I TfD TO THE 5TRUGTIJIRAL. EW A10
THE BUiI.DIN6 OFFICIAL FOR APPROVAL TWO , PRIOR TO PLAC 146
ANY COWft"M. THE MIX DE516N SHALL MIGLIx7E THE AMOUNTS OF CL 4W#
FIDE AND COARSE A IcATE, WATER AND ADHXTURES, AS MrELL AS THE
AATER-GENT RAno, SLUMP, GONGaETE Yw MO SUI%TANTIAT1%
sT :6TH DATA IN ACCORDANCE WITH THE LATEST EDITION OF AGI M,
CKWTER S. THE REVIEW OF MIX DE516N MWITTAL5 BY THE EN6IN 'R OF
RISCO INDICATES ONLY TIE INFORMATION 'T'ED COI-0RM5
6iDeRA LY ATH CONTWT DOC 4!�M. TOR MAINTAI*
MAI LITY FOR SPECIFIED AHCE.
, r • :,;1;0;Mr*j
-` � 11.11.,. :: I • "1 I r _
a. i►a ir... t"AN
ri i i' iAm
• r :.� i "� I < i I .. "s.
C#�ITiON
BAR SIZES
ar .
UWe.� 51MAGES CAST
ALL
3 I�
A6AIH5T EARTH
• 24"oc
,10�NT
FORMW AIS FIS SIJRFAGES
*5 OR SMALLER
I1� IWA 5
EXPOSED TO EARTH OR Y�EATHER
6 OR
2 WhE5
COLUMN AND BEAM REWORGEMENTALL
OVA i t •
I16 INGI S
TIES AW STIRRUP
It
r r • • � r .� r - •
r .. �.. # id/ • iii
M d% •
A ;All
IF
4114
r •Alf.dAIM
.i■ fir!'--�'��/T r .. I .. r !' .n. • '"i wi �r
:.i - .r t .0 • r r + .� • n : .i
PF do
r •, , • • • r
do
r r �►
IP
70 Ar • rJM. . r • A r • -
INT
11 WA
1,, •:aI - t I _t w7►
Wo Av
.• r tr • t .. • t i
Apo
wr. I r . i• w w
4 aa
•:'.. a ..••
NOW 1W ate/ • a •
Iq
wi of q �r • • : • _4 *.,a
10 0 dM
Aft
AA ..;w• ." r I .. I • • •
SF0" BE MIXED, PI?OPDXT1CNED, CONI D AND PLACM IN
ACZMAXE NTH 180 5MTION AM AIS ACI 301. 5TRE%TH5 AT 2b DAYS
A40 MIX CRITERIA SHALL BE 3000 P51 NTH A MAXH M NVG RATIO OF OW
A00 MNKH C&M CONTERT PER YARD OF * 5A"5.
THE MWW AMOUNTS OF GEMENTITIOUS MATERIAL MAY BE CHAN6ED IF A
MIX DE516N 15 SLO4 I TfD TO THE 5TRUGTIJIRAL. EW A10
THE BUiI.DIN6 OFFICIAL FOR APPROVAL TWO , PRIOR TO PLAC 146
ANY COWft"M. THE MIX DE516N SHALL MIGLIx7E THE AMOUNTS OF CL 4W#
FIDE AND COARSE A IcATE, WATER AND ADHXTURES, AS MrELL AS THE
AATER-GENT RAno, SLUMP, GONGaETE Yw MO SUI%TANTIAT1%
sT :6TH DATA IN ACCORDANCE WITH THE LATEST EDITION OF AGI M,
CKWTER S. THE REVIEW OF MIX DE516N MWITTAL5 BY THE EN6IN 'R OF
RISCO INDICATES ONLY TIE INFORMATION 'T'ED COI-0RM5
6iDeRA LY ATH CONTWT DOC 4!�M. TOR MAINTAI*
MAI LITY FOR SPECIFIED AHCE.
, r • :,;1;0;Mr*j
-` � 11.11.,. :: I • "1 I r _
a. i►a ir... t"AN
ri i i' iAm
• r :.� i "� I < i I .. "s.
C#�ITiON
BAR SIZES
CLEAR COVER
UWe.� 51MAGES CAST
ALL
3 I�
A6AIH5T EARTH
• 24"oc
,10�NT
FORMW AIS FIS SIJRFAGES
*5 OR SMALLER
I1� IWA 5
EXPOSED TO EARTH OR Y�EATHER
6 OR
2 WhE5
COLUMN AND BEAM REWORGEMENTALL
I16 INGI S
TIES AW STIRRUP
It
Z
INT Itm5iJRFAC.ES OF WAl.L5
011 OR
� ING�S
Ate? AB6
W y
(2) 06 x FULL SPAM -
(3) ADDITIONAL.
#4 V"''RTS.
A5 5H4IAIN
VERTICAL
FEW. PER
SOIL FACE
OF WWWTE
WALL PER PLAN
PbUR SLOTS PER
PLNMC 51JP*I.IER
EL. PER
PLAN �
05 IN EA. VOID
(3) EA. SIDE OF OP"9"
lNEE� /�
BEl.O�!
(1) #5 DOPEL
T-3"
#5 IN EA. VOID
4"
CONT. REW.
s PER DETAILS
to
1216" G.I.P. GONG.
P.G. GONG. PLANK
PER PLAN
P.G. GONG.
M.W JO NT
PLAN
GIP Slab at 24"m Monhole Openings
CORW BARS x 11'
TO MATO HORIZ. WALL
RLINFORGLMENT 517E
AND 5PAG1N6
V i
ADDITIONAL ver.
FOR TYINEF Few.
DowE.s TO rurcH
HoR]z. w64u. REit+F.
rV sm. +aooic ONE am
PLAN
Typical Corner Reinforcement
MAX. 06 EL. PER CIVIL
DONT. BEARIN6-
5TRIP PER
PLANK SUPPLIER
#4. 12"oc HORIZ.
#5. 15"oc VERT. -
D/L PER CIVIL n
SLAB ON6RAM---/
PER PLAN /
#5 • 12"m
TRA1I5. REI�1F.
014
TIM
4 x 4'-0"
rCH SIDE
EVATION
Reinforcement Around Wall Openings
FINJN 6 4qx
PER CIVIL
zW
L
W
1c
04 00AELS x i �.
4
• 24"oc
,10�NT
PSDB SLOTS PER
PER M.W SUPPLER
FLAW SUPPLER
EL. PER
J�
-� MAX. MU EL. PER CIVIL r11EGA5T
HOLLOW GORE
GONGIlETE
P'�It PL/r!l
FINISH &RADE
PER CIVIL
AV]
Z'-%"
4 DO)*L5 x—i v
e 24"oc
(2) *4 CONT. TOP
#4 DOMEL.5 x 3'--0"
• Ib"oc
(3) #5 CONT.
LONG. REINF.
Jr T
Typical Interior Bearing Wal
Tical Plank to Plink ,blot
6R4UTED JOINT
PER, PL,ViIC SUPPLIER
EL. PM PLAN �
00
MAX. W5 EL. PER, CIVIL n
c�R
#4. 12"oc HORIZ.
#5 . 10"Oc VERT.-
D/L PER civil5LAB ON n
P'ER PLJ1N��� �
#5. 12"oc
TRANS. REINF.
BEAR FOOTIN6-
ON UI► MTURWD
NATIVE SOIL
PER CIVIL
CONT. WAd
57W PER
PLANK SUP
$4 DONLd
• Woo
(2) 06 x 12'
(C&TM 01
(2) #6 x &
EXTENIP b" ,......�. , ,..
Vi S:s z
ENGIN'EERING
(2) #4 CONT. TOP
°O
O
O0
O�
o 0
°0
PREF DRAINING
FI11
L�co._
00. PMR
a
O1
0
1'-0" MIN.
O0
0
BACOILL
P'R�RES PER
o0
PLAN
NOTE 5
o0
O
i'ENtl��ORATLD
° PVC PIPE, SLOPE
TO DRAIN MR CIVIL
O 00 O �o
•'S x DO IELS
• 24"oc W
STD. HOOK
°° l (ALT'l3 NATE WOO*)
POUR 5L0T'r PER.
FLAW SUPPLER
Concrete Beam
FNSH 60 ADE
PER CIVIL
NOW
L
W
1c
4
ON
(2) #4 CONT. TOP
C
C
21„011
le
.ID VOID5
mor
0
T
�M
It
Z
z
M
M
91
W y
(2) 06 x FULL SPAM -
�
V
HOOK EACH END
Z
Z
#4 x F1 (1) • 5NOO
—.-
#4 x CJ (5) • 10"OG
(2) #4 CONT. TOP
°O
O
O0
O�
o 0
°0
PREF DRAINING
FI11
L�co._
00. PMR
a
O1
0
1'-0" MIN.
O0
0
BACOILL
P'R�RES PER
o0
PLAN
NOTE 5
o0
O
i'ENtl��ORATLD
° PVC PIPE, SLOPE
TO DRAIN MR CIVIL
O 00 O �o
•'S x DO IELS
• 24"oc W
STD. HOOK
°° l (ALT'l3 NATE WOO*)
POUR 5L0T'r PER.
FLAW SUPPLER
Concrete Beam
FNSH 60 ADE
PER CIVIL
21D 2W
�" 5M
#4 DOMEL5 x
• 2411 OC,
a
r.. ° p
• 6
4 • •. ., O
(2) #4 CONT. TOP
100.v
MAX. Y"i5 EL. PCIVIL O°
ER
00
30 N
01
05 DONEL5 x 3'-O" CIL
—
BR6. L .�
GOMiT.ARIN6 IQ)
%• 24"Oc
STRrP PER -A _
PLANK SUPPLER 0 0 0
11 U �
0 SA"FILL `>" L1._N
PROCEDiIIES PER
°O PLAIN NOTE 5 Dk Q tL
o - S.
00 V
<<
°� < L LU O
'v �t
OED]
0 °O
D/L PER CIVIL p
SLAB ON 6RAOE
PER PL/W
-
LOW few.
FOR GALL-d�T�
INC04HONSEE
DETAIL ftS2
PIOEG.L D" LEO. \ #5. 12"0C.
TRA*. PEW.
PER PLAN
Typical End Wall 2�
SPIFFY TITLE
STRUGTURAL
DETAILS
15-048
VEC PIS ACT NO.:
Ll1�1
DRAWN:
LMN
Rol
iu
BEET �N:
G52
— 0
o A
T r
NOW
Z
4
ON
z Z
C
C
J
Z , -
mor
0
T
�M
It
Z
z
M
M
91
W y
�
V
m
Z
Z
<11JLU
<�
v
til
i.0
�
21D 2W
�" 5M
#4 DOMEL5 x
• 2411 OC,
a
r.. ° p
• 6
4 • •. ., O
(2) #4 CONT. TOP
100.v
MAX. Y"i5 EL. PCIVIL O°
ER
00
30 N
01
05 DONEL5 x 3'-O" CIL
—
BR6. L .�
GOMiT.ARIN6 IQ)
%• 24"Oc
STRrP PER -A _
PLANK SUPPLER 0 0 0
11 U �
0 SA"FILL `>" L1._N
PROCEDiIIES PER
°O PLAIN NOTE 5 Dk Q tL
o - S.
00 V
<<
°� < L LU O
'v �t
OED]
0 °O
D/L PER CIVIL p
SLAB ON 6RAOE
PER PL/W
-
LOW few.
FOR GALL-d�T�
INC04HONSEE
DETAIL ftS2
PIOEG.L D" LEO. \ #5. 12"0C.
TRA*. PEW.
PER PLAN
Typical End Wall 2�
SPIFFY TITLE
STRUGTURAL
DETAILS
15-048
VEC PIS ACT NO.:
Ll1�1
DRAWN:
LMN
Rol
iu
BEET �N:
G52
— 0
o A
T r
NOW
4
ON
z Z
C
C
Z , -
mor
0
T
�M
It
M
z
M
M
91
W y
CL
n
r0
ON
� n
C
M
mor
0
T
�M
It
1
W
! N
W y
CL
n
r0