HomeMy WebLinkAbout152z
• Nm
H'
J (D \
Z) m
ago.
LL ..
0 W >
JQ
Qu)
JU
W L0
O Ln
OQ
X Q J
C7 J
L� m
U F
H
as
zL� z
U m O W
o mad
m •• U U
IL
LO,
m
N Lal U J
U) (J) H m
N 7JQ
zr//
C, m U,(n
O C3O
cra:
U O O
/ z z
f Q Q
l9 (LHH
In N
Q / /
n •--, W W
m „UU
/ pQQ
Y [7 N (A
00
(yj N m K
x
X
� m
N / /
UI \ JJ
It m lii
F W J
W Z
p> m
�CrQ
<ooz
d�Za
0 -J
J d 7
f1
h, 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ { _ _ _ _ _ _ _ _ _
1 '_ _ _ _ _ _ _ _ _ ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ' 1 1
_ _ _ _ _ _1 1 1 1 1
, 1 • � 1 1 1 1
, 1 ' ' 1 1 •
1 1
40 40
1 1 1 .....................
1 1 I 1 1 1 1
1 1
1 1
I 1 1
1 1 1 1 1 1
1 j 1 1
1 1 I 1 1 1 1 1
-----------I + 1
1 1
10.
5-0
, 1 • • ' 1 1 1 I � I I
I I
' ' k l I 1 1 1 1 1 :•�•• 1 1
1 I 1 1
6-6
MATCH LIFE: SEE SHEET 55220.
- - - - - - - - - ' 1 1------------
1
I i I 1
--------------' I I O -----------1 i
1 1 ! � • ! 1 1 �, ' ' 1 ! 1 1
T
GROUT PIERS SOLID W/ 3000 P51 1 1
, 1 � �•� I I 1 < 1 1 I 11
GROUT t (4) - a5 VERTICAL BARS I I 1
t N3 TIES @ Vo c. 1 t I
E 1 ! 1 � I I � -•i •
1 f l I I 1 ,• I 1 i I N j ; ;
5-0 6-4 24-6 E i i 32-6
TYPICAL PIER FOOTING I
>, 3-6 x 3-6 x 1-0 DEEP W/ 1 1 i I
3) H 5 BARS EACH WAY....r '
\ _
1 1 — 1 - — - — • — • — -.. —
1 •----- - - - - -• V—I F I 2A In ' �o �'� / I yl
1 1 O 1 1
1 /
`n 2 2A 2
w
E1 1 1 1 \ . , . 1 - .1 ................ ...... 1 1 1
BOTTOM
Cryryry 1 � 1
7_2 BOTTOM OF IJ LL� PIER1 — — - -•-•- - — - —
' 1 I 1 1 S , I T ......... .............. ....... 1 1
Ln ; 'O ,' \ FOOTINGS T A MINI - - - - - - - - - - i I
;
1 •1 v 1 /' ..`/ OF 3'-O' BELOW GRADE.
6-4 1 1 13-11 I
O ; 1 I I I ' 1 � �L� Li]j)• ,' '1,� �� 1 1 i ! 1 1
2 1 O 1 1 /• ,../ Iii , 1 1 I 1 1
1 1 `� \ /'
1 1 , , 1 1 I 1 1
1 1 / .1' 1 1 - -----------------------
-------
1
....................... S\O .� 1 1 1
1 1- -Y:. ............................:. .. --- - /, /•' I --------------------
I1 � 50 Y � / '
F T i i i 3 1 ,' ,ya 1 1 I 2A
' � r
11 I FOOTING NOTES:
1 0
1 t i , O 1 /• ,•--------- I ' 12-10
_ --------
COLUMN
- - - - _ -_ 501E BEARING PRESSURE USED IN DESIGN 15 1.500 P5F AT WALL SPREAD FOOTINGS t THICKENED
1 / 1
COLUMN FOOTING TYPICAL. 1 1 j 1 1 O
SLABS. UNSUITABLE SOILS WERE ENCOUNTERED ON SITE PER PRELIMINARY 501E INVESTIGATIVE
/ I REPORT OF JUNE 11, 2004 BY ALT t WITZIG ENGINEERING. INC, UNDERCUTTING t 501L INPROVEMENT
1 1 ' /' 1 1 1 1
O ; ; /. ; ; I ', i : ; ; 5" A5 COMPACTED STRUCTURAL FILL OR LEAN CONCRETE WILL BE REQUIRED IN AREAS WHERE
E I 1 N L_-, ,• 6_4 UNSUITABLE 501L5 ARE ENCOUNTERED DURRING EXCAVATION. PROVIDE PROPER CUT, FILL. t
2A / 2-10 5-0 33-4 30_2 COMPACTION OF SOILS PER GEOTECHNICAL ENGINEER'5 RECOMMENDATIONS. ALL FOUNDATION
; I ; EXCAVATIONS SHALL BE INSPECTED BY A OUALIFIED GEOTECHNICAL ENGINEER PRIOR TO RACING
1 I
E I •,1 0 ; ; 1 3 . ; ; _ _ _ _ _ _ _ _ _ CONCRETE TO ENSURE THE ALLOWABLE 501L BEARING PRESSURES.
I F
_ ' t SEE SHEET 5TI0
.o i 1 I _; ; OR COMPLETE STRUCTURAL NOTES.
------
---------------
- - - - - - - - - - - - - - - ,OQ 5-0 21-5 i 2A 4 I SFE SWE T 5T 100 FOR FOOTING 5CHEDU-E.
\Q , , , , ; ; SEE 5WET ST4 t T4 1 FOOTING TAI
I I-4 00 5 0 FOR 00 NG DE L5.
, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 1
1 I , I 1 I 1
1 1
------------------ , r2"\!
2 I ' 1 • 2 L _ I 1 i r•�-• � 1 1 ALL POURED CONCRETE FOOTINGS TO BE 3000 P51 CONCRETE.
1 T :. 1 __------------------------------------------------
---------------_________________ ARS
O b-0 7-8 i' i E I ' I E ' E ; NGS TO BE 7-0" WIDE x 1'-3' DEEP W/ (2) - ab CONTINUOUS .
F- -•••° TYPICAL EXTERIOR FROST WALL FOOTINGS NUOUS B
� ; � :+;1 I : ! , � 10-0 1 ; ; o � ; 2 i � 2 NG ELEVATION • 98'-0'. SEE DETAIL 1 T4
TYPICAL TOP OF FOOTING L /5 00.
ri
151 I !' 1 dJ i �^, ; ; TYPICAL INTERIOR BLOCK WALL FOOTINGS TO BE 2'-0' WIDE x 1'-0' DEEP W/ (2) - a5 CONTINU()U5 BARS.
r 1 1 I W i
OP FOOTING VA 99' 4
. •• •• : I : OF OOT NG ELE t10N • - '.
I_A
, : • , • �'F �T TYPICAL. T
2
'�'I� : I ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — .._._._ :. _ _..._ :._..._..._ 1 j -------------------- '''''-':'- :'_-_ -'_ " � 9 TYPICAL 2x INTERIOR BEARING WALLS t 51 EAR WALLS TO HAVE THICKENED SLABS 1'-0' WIDE x 1'-0' DEEP
1 I 1 I I T I r......... f....i ..... - - _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i.: ............................. ....................... ....... i I ........................ ............................ ; ; W/ (2) - I15 CONTINUOUS BARS, TOP OF SLAB / FOOTING ELEVATION 100'-O". SEE DETAIL 2/5T400.
' 1 t<l I ` 1 1 SEE DETAIL 0/5 00 OR CAL THICKENED SLAB @ WOOD STUD BEARING BESIDE BLOCK WALL.
1 ----- ---- ............. - -•- - - --- --- - , 1 WALL L.
1 1 ...... ... 1� 1 I 1 1
_- �.:..........-......:-:....-:... •....:-:.-..........:lt: i- I 5-2 5-2 2A I 1 1 1
i --`- 4, 31
I-- ..........;T .....I.....T 6'Tl 1
1 1 I
101 I I 13!3-4 EIE I° I i t
FOUNDATION NOTES:
I 1
t 1 ,
,0
i ! I TYPICAL EXTERIOR FR05T WALLS TO BE 6 WIDE CONCRETE BLOCK. SEE DETAIL I t 3/ST400.
j 5-5 6-6 I 17-I `n '! ! ! i. 6-4
o EIE .i I
PROVIDE Wi'ER10R BLOCK WALLS A5 SHOWN ON PLANS. SEE DETAILS ON SHEET 5T400 FOR WALL REINFORCING.
1 '
DOWEL ALL VERTICAL BARS INTO FOOTINGS WITH SAME SIZE STANDARD HOOK.
O I 1 2A ! TYPICAL 4' THICK. 3000 P51 CONCRETE SLAB ON GRADE 2 2 ? I : ! I 3 - - - - - - - - ALL CONCRETE BLOCK TO HAVE A MINIMUM COWM561VE STRENGTH OF 2150 PSI.
W/ bxb - W I AXW I A W.W.F. OR SYNTHETIC FIBERS ON IO I I t �
1 t 2 i MIL VAPOR BARRIER ON b' MIN. COMPACTED GQANUI.AR 1 E I i I` 1 �•'� ;;
T I I \ DRAINAGE FILL: PROVIDE CONTROL JOINTS: TYPICAL TOP i ? ! E i 1 6-4I 30 ; NOTE: FOUNDATION DIMENSIONS ARE NOMINAL. VERIFY MASONRY R.O. SIZES W/ PRODUCT MANUFACTURER t
h \' i. i i f I SWOP DRAWINGS.
1 , o i OF SLAB ELEVATION 100'-O". 1 ,� `'— o
' ' 1 ; .\•• '' I 1 1
I `
1 , 1 •. . ................................ .....
—•— — -
5-10: 6-O 2A ; ,e "......... @T5-2 ! 3 n � INTERIOR SLAB ON GRADE NOTES:
I I '�•• i
--------------- ; -13 WP -14 2A ! : ; ; TYPICAL 4' THICK. 3000 PSI CONCRETE SLAB ON GRADE W/ bxb - W I AxW I A W.W.F. OR SYNTHETIC
' 1 ----- ----- - - - -%•;......................................................................................................!-------------------------------- •-•-•--------- ----------------------------- ------•---•-•---•----------- --•-----•--- --•-•---•-•---------------•--- --•-•-•-•- --•---•-•- ------------- -•- - FIBERS ON 10 MIL VAPOR BARRIER ON 6' MIN. COMPACTED GRANULAR DRAINAGE FILL. A COMBINATION
.
_ _ _ _ _ _ _ _ _ _ _ _ _ - • - - - - - - - - - - - - - • - • - • - • • - - - - - - - • - - - - - • - • -ice ; - I 2 2A 2A 2A 2A t -1
2A t—E.-
--
2A 1 1 ; ; OF CONSTRUCTION t CONTROL JOINTS EACH WAY SHALL CREATE FLOOR PANELS OF 225 5O. FT. MAX.
1 - - - - - - - - - - - - - -.......................................................................................... :__�_.... i , T T t T t PROVIDEISOLATION JOINTS BETWEENSLAB t STEEL COLUMNS. TYPICAL TOP OF SLAB ELEVATION - 100'-0'.
N.
:t5 2 T5 2r....•I I I .................................. ...... .................... .................................................. ............ ................... O .......... ....................................................................................... .................................... }........................ ....................a: ____O — — — ——•—.—•--- ——.:.-.:-:.-.:.-.:-:.-.:.- :.-.:-.:.-.:-:.- — — — — — — — — — — — .. ..ti-- -----•---}— — — --- ----- --•—•—• .......-----•—•—•—•—•----- — — — — — — — 1 I — — — — ............... .......................... 72-4
... ..... ..1.......... -�..,......: ..... ... .... I 1 1
°IE
10-4 33-I1 14-3 I 8-9 28-5 I 8-2 2-4 3-8 2-4 7-0 2-4 9-8 6-9� 3-B 2-4 20-B 2-4 5-0 2-4 6-b TYPICAL STRUCTURAL STOOPS Cad ALL PUBLIC ENTRIES:
1
' I I I ,
1 N 2 0� . ; _ _ ; ; I I I T T PTH) 4 P I TQY 51_AB W/
---------- - - - - - - - •fl ': I E 1 I E ; ; _ SYWTHET C FIBERS. PROVIDE W/ bxb - W02OIOxW2.l W�DOWN FORM TOP
r
15 `'' 1 2 1E r '°
� 1 1 .
j E j E j : - - - - ---------------
10- i ' ! ; ; OF SLAB. PITCH SLAB AWAY FROM BUILDING.
..
p1
p 1 :1: I N :I EjE 1 1
2 ---1 1
' p
�\,• 2 2 t '
a
11-0 I I - - -
/1., 1 RS 1 • 1 I
Off•-------------
1
���� 6 0 : i i E i EIE------------------
101 E N
1 1-I I 1 1
' ' T EIE 1 EI i 1 1 1' 1 1
1 1 • _ �
EIE 1 EIE t EIE 1 1 1 1 1
• • • I 1 1 ' : I: 1 1
1 1 6 EIE I EIE — 1E 1 1 `0 , , a'
1 1 2 1 1 1 EIE 1 1 '
1 1 1 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -----------
7
- - - - - - - - - - -------------- 1 1 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------
- 1 1 1
' O 1 1 I 1 1 I 1 1 —
' I I ------------------- '------------------------
-----------
----------
1 1
1 .H..........- .......... ...........................
........ ................ 1 1 ----- --- ------------------- --- , --- ------------------------------------------- ---- I 1 I
1 I ---- -- ---- ---- -------i .1/ : • • , , 1 1 I
1 1 - : I' 1 1 ' 1 ' ' O 1 1 1 I
in
' ---
0 1 1 ' - - ' ' - - - - - - - - - - - - - - - - - - - - - -
1
N
............. , E ---------------------------
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _
14-4 :5-5 32-6 EiE I 7-2 13-0 32-0 31-4 15-4 13-0 Ib -0 5-8 -O 26-B 3-8 3-4
1 1
O
...... _ : ..... ! F� O'er ; 149-0
1 -
�............. 1 TOA I 0 1
' i I
1 1
10 ' I L 1
t ;1-0 4 V I
1I 1 1
' I�6 '
1 'f .......... ................................ O -
1 ---- -------------- T------------777777777777-77,71�7777i
1
1 ; I
..... .- - - - ...................... . . .%.. ' T5- 1 _ - - -------- - -- - - -
MATCH LINE: SEE SHEET 50220.
9
------------------
77r/////"
I
--------
------------------------,
/L7 7177 7-7
1
- - - - - - - - - - - - - - - - - - - - - - - - - , 1
--------------------------------
1 1
OY • dQI'a pY • 0�
�• . . 1 1
1 1
v 1 I
1 1
1 1
1 1
1 1
1 1
1 1
1 1
I---- ' A
t............................i 1
1 1
1 1 B
1 1
1 1
1 1
1 1
1 1
1 1
I 1
C D
1 1
1 1
1 1
I 1
1
I 1
' I E
1 1
1 I
1 1
1 1
1 1
1 I
I 1
11
1 1
1/8" FOOTING & FOUNDATION
K
C)
U
C)
E
L
4—J
W
N
YRR e
Q)
(BERBER
I --
w
.C:
4-j
u
Architecture
1414 UNDER WOOD AVE•
WAUWATOSA, WI 53213
4 1 4. 4 3 1. 3 1 3 1 T E L
41 4.431 .0531 FAX
WWW . A G A R C H. C O M
A r c h it e c t u r e
E n g i n e e r i n g
P l a n n i n g
REVISIONS
TM DRAYYING, ITS DESIGN CONCEDE AND ITS DETAIL ARE
THE SOLE PROPERTY OF AG ARCNRECNRE, W- AND SHALL
NOT RE COPIED N ANY FORM OR MANNER WTTHOUF
WRITTEN AUTHORIZATION OF ITS DESIGNER/CREATOR
DRAWN RT
F M.A.B.
H
DATE
G -01 AUG 2011
PROJECT
_ 071101
SHEET NO.
PLAN SS21 0