HomeMy WebLinkAboutB14-0200_S2 STRUCTURAL FOUNDATION PLAN_1405626840.pdf 4
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NOTE: ALL T.O.W. & T.O.F. ELEVATIONS ARE
APPROXIMATE. FIELD VERIFY FOR EXACT ELEVATIONS °
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SPREAD FOOTING SCHEDULE
TYPESIZEREINFORCING a — #5's VERT. @ 16" O.C. e®•m•® ��'°°
', ,, ®®®e, ��
A 4'-6 x 4'-6 x 1'-2 (5)—#5's x 4'-0 EA. WAY _ • 4."
B 3'-6 x 3'-6 x 1'-0 (4)—#5's x 3'-0 EA. WAY T.O.W. = 56'-7
T.O.F. = 50'-0 7.0 4" 4/"
C 3'-0 x 3'-0 x 1'-0 (4)—#5's x 2'-6 EA. WAY 4A / 05/26/14
`r,'ii 5 T.O.W. = 59'— # s CONT. HORIZ. @ 16" 0.0.,
1 T.O.F. = 50'-0 A •.2-'
S2 N
PHASE FDTN. EXCAVATION & POUR — — J - ,0 'I'
ALTERNATE 8' MAX. SECTIONS FOR — I cy,
TWO SEPARATE EXCAVATION POUR J \\�\\�\\���
PHASES THRU—OUT TYP. �7 �%��ivv�i����� Z rn,--c--)
/. T.O.W. = 54'-7 0 ��v!r C 0 N
T.O.F. = 50'-0 i� #5 DWLS x C° a U) 0 rn�
��������������/ _I T.O.W. = 56'-7 @ 48 O.C. N rn
Z x
T.O.F. = 50'-0 6„ Z L
sH 0
4" CONCRETE SLAB ON 4" CLEAN •
WI T.O. (E)W. = 6O'-5Y2 I GRAVEL BASE ON UNDISTURBED 3'-0„ (2)—#5 s CONT. HORIZ.
1 3'-0" GRADE OR COMPACTED STRUCTURAL t TOP & BOT. �' ID (nI Z Z .(5)
FILL PER SOILS ENGINEER. a)
— — — — — — — REINFORCE SLAB WITH I �
:N y, - 6x6—W1.4xW1.4 WELDED WIRE FABRIC A Ti �n C°
�_ THROUGHOUT. PROVIDE 1" DEEP ` CO
I .I o — SAWN OR TOOLED CONTROL JOINTS — . 50'-0 • Iwo
xo 0
N - T.O.W. = 54'-7 T.O.W. = 54'-2U
I S' AT 10'-0" MAXIMUM SPACING EACH T.O.F. _ ,°,A,:lx-, A L 2 J
T.O.F. = 50'-0 I I ® WAY. T.O.F. = 50'—0 °° 0�.,
0 A I y .,al� Y + o Q
cn 0_ >
1 TDWL. (N) CONC. WALLS TO (E) T — _iC "
W/ #5 DWLS. x 24" DRIVEN INTO I I PERIMETER DRAIN 4" 8" 4"
'•� 5/$"0x4" HOLES @ 12" 0.0. AND ® I \ PER SOILS ENGINEER / / rT,
(2) DWLS. IN—FTG., TYP. I I I 6—�-
1'-4"
CUT T.O.W. — 53'-6± L
T 1
410 v 15'-8Y4" 10'-1" 2'-7)/2„ SCALE: 3/4" = 1'-0"
s
T.O.W. = 60'-5Y2 T.O.W. = 52'-7 - / I Il
� 1
T.O.F. = 50'-0 / T.O.F. = 50'-0 C co U
/
f2'-0" 0
,
In oI PHASE FDTN:
(.1N 2 CUT T.O.W. = 53'-6± L J < < PHASE 1 MUST BE POURED PRIOR TO
S2 4 50' SLAB < EXCAVATION ON PHASE 2. (8' MAX. II
o v POUR/PHASE LENGTH) Cip
\ IH I I � \
DWL. (N) CONC. WALLS TO (E) lo
B 1 _ — _ 61'-5
io W/ #5 DWLS. x 24" DRIVEN INTO C ��— — — — T.O. PLYWD.+
5/s"0x4" HOLES @ 12" 0.C. AND I I T.O.W. = 54'-2 ) III U
(2) DWLS.O.W.N 52'-7YP. I I 1 -13
T.O.F. = 50'—0 60'-5Y2 ����i - : 1 � ®.
v T.O.W. = 59'-4Y2 II 2'—O" T.O.W. N 1
T.O.F. = 50 —0 L J T.O.F. = 50'-0 L J 0 �^
i
(E) 2x10 JOISTS C 1 p�
\ 0
- - � 0 I0000
T.O.W. = 59'-4Y2 T.O.W. = 49'-9
co STEP / T.O.F. = 47 —1 T.O.F. — 47 —1 ',o\ 71°1 I�
I I
Lih r--1 .71-1
\ L T L10 �� WALLEONC. FDTN.
T.O. (E)W. = 60'-5Y2 -co
1
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16'-0" V.I.F. 1 13'-45/8" V.I.F. 12'-7" 2'-1138 I
� I
3'-8" 44'-11"
NOTE: EXSTG. FTG. MAY BE CUT ` 1
/ TO WALL FACE PRIOR
TO NEW POUR.
48'-7" 1
- 5„ _ H
o
54'-7 _l— — L (1)—#5 CONT. o
NORTH T.O.F. °,. ' .'�` HORIZ. @ TOP
FOUNDATION PLAN = b �
SCALE: 1 /4" 1 '-0' ;poi ,;(: w�
�, T #5 DWLS x I designed by TDH
oo��. r ; " drawn by
CLR
PLAN NOTES @ 16 o.c.
oris 5 „
(DRIVEN INTO /$ O x4" HOLE)
1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: "* JMO
T.O.W.=TOP OF CONCRETE WALL T.O.F.=TOP OF CONCRETE FOOTING 5 , a checked by
=
2. TOP OF FOOTING ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEARING ° #5 DWLS x
issued
CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATION IS REQUIRED. °° • A @ 8" O.C. D
CPERMIT 05/26/14
3. STEPS IN TOP OF CONCRETE WALL INDICATED: I 3'-5
To A a #5 CONT. HORIZ.
4. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION 3 7 @ 16" 0.0.
WALLS UNLESS NOTED OTHERWISE.
Y2" EXP. MAT'L, TYP.
5. CONCRETE FOUNDATION WALLS ARE 8" THICK AND CONTINUOUS FOOTINGS ARE 8" 1 CONC. SLAB
THICK x 16" WIDE UNLESS NOTED OTHERWISE. PER PLAN
A_ A 5O'-5
6. ALL OPENINGS AND STEPS IN CONCRETE WALLS SHALL BE VERIFIED WITH ARCHITECT - \ T.O. SLAB
AND CONTRACTOR.
4 Ea a ..•yam ,�, �..(g
7. POSTS FROM ABOVE ARE INDICATED: Z o ,n -'
STEEL COLUMNS FROM ABOVE ARE INDICATED: D I a , • ° , °4 �o\\oj / sheet
8. DO NOT SCALE DRAWINGS. r
r
9. NOTE: ALL T.O.W. & T.O.F. ELEVATIONS ARE 10" / 3'—O" ,_ l o
APPROXIMATE. FIELD VERIFY FOR EXACT ELEVATIONS �' �
1 SCALE: 3/4" = 1'—O"
S2
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