08-947-001PC = I *S BAR VERT OONT
IN CONC FILLED
CONC FLOCK
TC = a X 12 CONC COLUMN W/
4 *S BAR VERT W1
*3 TIES Q S" OC
501L STATEMENT
SAND AND ROCK SOIL CONDITIONS WERE
FOUND AT SITE WITH A BEARING CAPACITY
OF 2000 F'SF. 1=OUNDATIONS HAVE KEEN
DESIGNED TO BEAR ON THIS CONDITION.
FOUNDATION PLAN 1/491 =1'- oil
N
V V U V u u u v + U V U V
U J u y +
V 0 u V U J V
V J u + V
VUU UVUU V U u V".V U u
V U U ✓ u v
V
J u V
v J u V U u U v u
J VUU V V
u V U V V J
U V u
GENERAL NOTES.
1,00 NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY. CONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND CONDITIONS, IN THE EVENT OF CONFLICT, NOTIFY
ARCHITECT IN WRITING BEFORE PROCEEDING WITH THE WORK
1CONTRACTOR SHALL COORDINATE WITH OWNER AND VARIOUS TRADES 50 THAT
PROPER OPENfNGe AND CHASES SHALL BE PROVIDED.
3-ALL VEGETATION AND ORGANIC MATTER SHALL BE REMOVED PRIOR TO PLACING
FILL. FOUNDATION SHALL BEAR ON CLEAR FILL COMPACTED IN LAYERS OF NOT
MORE THAN 12' IN DEPTH AND SE& DENSITY AS PER ASTM PROCTOR
TEST OR MODIFIED PROCTOR TEST.
}.CONCRETE SHALL HAVE A SLUMP OF 5' MAX. AND A MIN COMPRESSIVE STRENGTH
IN 28 DAYS AS FOLLOWS:
FOUNDATIONS AND SLA55 ON GRADE 3000 PSI
COLUMNS AND BEAMS 3000 PSI
CONCRETE COVER FOR ALL POURED IN PLACE CONCRETE SHALL BE AS FOLLOWS:
PILE CAP 2 INCHES
COLUMNS # BEAMS 1 -1/2 INCHES
SLABS ON FILL WWM AT CENTER OF SLAB
5.REINFORCING STEEL SHALL CONFORM TO THE REG2UIREMENT5 OF A5TM A615
SPECIFICATIONS FOR NEW DEFORMED 15ILLET STEEL AND GRADI= 60 SPEC WITH
A MIN. YIELD STRENGTH OF 60,000 PSI. IT SHALL BE DETAILED, FABRICATED
AND PLACED AS RECOMMENDED BY A.G.I.
6.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A -105, DOUBLE
WWF 36' EACH SIDE OF BEARING WALL AND 30' PLUS WIDTH OF FOOTER
AROUND PERIMETER OF MONOLITHIC FOOTING.
-.CONCRETE MASONRY UNITS SHALL BE LOAD BEARING TYPE CONFORMING TO ASTM
C -90. MORTAR SHALL CONFORM TO ASTM C2 10, TYPE M.
BALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
9.ALL STUCCO SCRATCH COATS SHALL BE ALLOWED 24 HRS. DRYING PERIOD.
(USE BLUE BONDING AGENT OVER CONCRETE BEAMS AND COLUMNS)
S.W. 58ih. AVF-
t
PROPOSED 5-1-0/RAG RM. 4
AA;:P Rne -)t-L
1 �
!N' 0'* �.
aFI'.{IC 3C LE
a
��/Z/
SITE PLAN 1 ® � 1,m oil 1
t n-15
p BUILC LNG CTU
cT,
�Qn7P-
GENERAL CONTRACTOR 4 ALL SUB- CONTRACTORS
SHALL VERIFY LOCATION OF ALL UNDERGROUND
UTILITIES LOCATED WITHIN PROPERT'1' LINES, AND
ADJACENT RIGHT OF WA"I'S BEFORE STARTING 4
SHALL I=ROTECT ALL UTILITIES, ADJACENT BUILDINGS,
SIDEWALKS 4 PAVEMENT DURING CONSTRUCTION.
+ mowD*
Date
'Dravygby 4
A -1
tl L-
ALL DRAWINGS AND WRITTEN MATERIAL
APPEARING HEREIN CONSTITUTE THE
ORIGINAL AND UNPUBLISHED WORK OF
MICHAEL HURTAK, AND MAY NOT BE
LICATED, USED, OR DISCLOSED WITHO
THE EXPRESS WRITTEN CONSENT OF
MICHAEL HURTAK ARCHITECT (c) 20
qUP-
T
0
■ e
vi
Lu
0
2
ej
Lu 0
CL > a-0
F o
0
0�-
Wvj
L -J
co —j
U) G
z_
Cj) :D
U)
r
Lo 0
0. U)
0
0U)
F
Date
'Dravygby 4
A -1
tl L-