HomeMy WebLinkAbout5570-7i
I -
ALT BENDS
L L L L
8" (VERIFY W/ ARCH)
—_ - - I
J J 3" TYP -----
- - - - - - - DO NOT GROUT
I
_---- I vii
DO NOT GROUT 1 O TILE PER ARCH
INSIDE PILASTER 8" (VERIFY W/ ARCH) 1 r 2 (
#4 TIES AT I i 2X T&G
i I
a CORNER IN7ERSEC77ON INTERSECTION CORNER N 16' O.C.
SINGLE DOUBLE ( 2-/5 VERTICAL, PLAN VIEW
L
IN EACH CORNER \
(MASONR)) L=48 db (24" MIN.)-
-_ - - - -- (CONCRETE) L=.T6 db (24" MIN.) F I;
RECTANGULAR Y" THICK STEEL PLATE 1• WIDER • CMU AND REINFORCEMENT ° I
— CONCRETE PAD AND TALLER THAN TUBE STEEL BEAM PER PLANPLATE, IF t( °
. PER PLAN
RE/NF AT INTERSECTIONS AND CORNERS 2'_p• PIER BELOW FOOTING DECORATIVE
OUTSIDE OF STUCCO (4)-%- HEADED STUDS. DO NOT ° W// 4RAFrR SEAT CUT
INSTALL WITHIN %* OF CMU HEAD —
JOINT (MIN 4" SPACING OF STUDS) ( �+- - 2" X 6Y X Y," PLATE
W/ )(i FILLET TO BEAM
TOS I PLAN VIEW 5LR 5" EMBED AND 2-%"0 BOLT, TYP
TUBE STEEL BEAM
a PER PLAN
B ( I _ TUBE STEE
PENp t1'-4" 1'-4" t4'-0'
CAP PER ARCH e
-- - - - A w ------------------ STUCCO PER
ARCH PLANS
•
OD
ELEVATION VIEW
W
WIZ
-w
I
LABEL
CONDITION
LOCATION
BAR SIZES
MIN.
L-
CAST AGAINST AND
(
APP BY: %� 7t1
DATE(/- /
(
A
AND PERMANENTLY
ALL
ALL
3'
BAR SIZE D MIN
EXPOSED TO EARTH
B
EXPOSED TO EARTH
ALL
ALL
2"
OR WEATHER
D D D 3- 8 6db
19 - ill 8db
C
CAST OVER SAND
SLAB ON
ALL
MID
I
I
1 I
GRADE
1
I
DEPTH
WSTEEL TUBE TO CMU 3
0 CRAFTER TO .STEEL TUBE, 2
I I
20'-0" MAX
I I 1 t
--- - -- _- - ----- -M/N/MUM CONCRETE COVERAGE -- -- -----
1----------------
t ---
--------t—__
II 1II
_
LENGTH OF HORIZ LEG EQUAL TO
LENGTH SHOWN IN REBAR LAP
w� SCHED, 3'-0" MIN TYP EA END OF BAR
• 5'-0"
a SEE FTG SECTION CENTERED ON PILASTER
[ FOR TOP AND BOT REINF HSS 6x10xY4 BEAM
5'-0" X 8'-0" 1O
_ RECTANGULAR I 6x8 ROOF RAFTER
* - a CONCRETE FOOTING. o SPACED 3'-6" O.C. MAX
J4 AT 12 O.C. TYP W
o MAY BE ROTATED 90'.
-- - -
= C PLAN VIEW 14'-0" (ROOF)
8" CMU (SOUD GROUT) ^
1 REBAR TO MATCH
FTG Tdc6 REINF
PLAN VIEW
2
l'-6" TYP 4 -
FTG DEPTH \ CAP PER ARCH
k-----�
i -
__------ --
^ 2-15 DOWELS W/ 30" I (
= n '� ON PLANS ARE FOR NOTE STEP LOCATIONS LAP AT EACH CORNER
a CONCEPTUAL PURPOSES W/ 15" EMBED AND
w
ONLY AND SHALL BE STANDARD HOOK AT ( I
L:W -I DETERMINED BY THE G.C. FOOTING
----------------------------------------
1 ------------- ---
5 TIMES I TRIM PER ARCH
i SEE FTG SECTION VERT STEP (
FOR T&B REINF
STEPPED FOOTING F1ATwoRK BY OTHERS I I
4d.
90' BEND -1 Chi• MIN �PrR A/RI D
REINFORCEMENT
I I
- i
SCHEDULE
DRAWN BY:
BELLA STRADA
TRACT 1 —1: BASELINE AVE.
SCALE:
AS SHOWN
L-
DRAWING NO.:
5570
(
APP BY: %� 7t1
DATE(/- /
(
I
I BENCH BY OTHERS
BAR SIZE D MIN
D D D 3- 8 6db
19 - ill 8db
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I
1 I
I
I
I 1
1
I
t
I
-- - - -14
- 18 10db
io
3" CLR. TYP 1 i i 1 I ------r-------
N 45' BEND
I I --------:--__---+r— I I
180' BEND
HOOKS AND BENDS t I
RECTANGULAR CONCRETE
PAD W/ 14 VERT AT
135' BEND
12" O.C. EACH FACE -
90' BEND
AND 4-13 TIES Q :�.<� i , .: :.;• ;:ha < :z ?Y t:: i t ..L . ciM•� a, i.f �Y iS r µi• y.�ya yC�: +, \' �S w riJ.� li':?1 .b h .
I
.. ..- -- .. - •i Y.: y itis -+T. .. r irs•�. Z . yN r•.
I.
SCHEDULE - N ` e I I I I 1 1 1
11 0
D D BAR SIZE D MIN 1O L 1 J L— —
3 — 5 4db '�
6 —8 6db I 1 — — — — — 5 FOOTING
ALT SPREAD N
19 - #11 8db SEE PLAN I I
14 - 18 10db CONCRETE PIER W/ 1 1 -
R-45 vFRnca ahln 4:S
6db FOR 13.4, AND 5TI6 AT 12" O.C. HOOK I I
12db FOR #6 AND LARGER 6db OR 3 MIN RECTANGULAR CONCRETE VERT BARS AT TOPa
♦ PAD W/ #5 AT 12 O.C. I I
I - N
EACH WAY AT BOTTOM
STIRRUP AND TIE HOOKS
ELEVATION VIEW I I
BARS TO BE IN CONTACT t J o
AND WIRED TOGETHER
6
1 77
e * / LAP SPUCE
24 MIN
SCHEDULE
BAR SIZE LAP SPUCE
a4 42db
15 AND 16 62db
2/7 78db
--- FRONT VIEW
...... ....
. I �
30"0 I BUS SHEL TER 1 2
a
OFFSET AND SPLICES EL EVA T/ON VIEW
BAR BENDS AND SPLICES
TYPICAL REINFORCEMENT 6 DALTERNATE PILASTER SPREAD FOOTING 5 BUS SHELTER PILASTER 4
CITY OF FO NTANA, CALIFORNIA
BUS SHELTER SITE PLAN
DRAWN BY:
BELLA STRADA
TRACT 1 —1: BASELINE AVE.
SCALE:
AS SHOWN
DESIGNED BY:
DRAWING NO.:
5570
fe
CHECKED BY:
APP BY: %� 7t1
DATE(/- /
SHEET:
7
s
Patel Burica & Associates, Inc.
structural engineering
9283 Research Drive
Irvine, California 92618
Tel: 949.943.8080
Fax: 714.352.2209
CLIENT REVISIONS
10-25-2016 SI
UPDATED TITLE BLOCK
12-20-2016 JS
Z�,
The Engineer expressly reserves his comrtan law
copyright in them pons. These plans an not to be
reproduced, chongmd. or copied in any nannmr
whatsoever, nor assigned to any other third party
without the expressed written consent of Patel
Bunco h Associotes, ka
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F CIVIL
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JOB NO.:
FILE NAME:
974 DRH
PROD. ENGR: MS
DRAWN BY: RG
ORIGINAL ISSUE: 05-20-2016
_
r
Patel Burica & Associates, Inc.
structural engineering
9283 Research Drive
Irvine, California 92618
Tel: 949.943.8080
Fax: 714.352.2209
CLIENT REVISIONS
10-25-2016 SI
UPDATED TITLE BLOCK
12-20-2016 JS
Z�,
The Engineer expressly reserves his comrtan law
copyright in them pons. These plans an not to be
reproduced, chongmd. or copied in any nannmr
whatsoever, nor assigned to any other third party
without the expressed written consent of Patel
Bunco h Associotes, ka
0�
W
I—
J
W
2
Cn
m Q
Q z
D O
LLJ
z CY) <
0 Lo 0
U) CO -
Q �
� Z
'J � U H
J
Z
moo F-
* C-57151
F CIVIL
V L o�a�P
JOB NO.:
FILE NAME:
974 DRH
PROD. ENGR: MS
DRAWN BY: RG
ORIGINAL ISSUE: 05-20-2016