HomeMy WebLinkAbout110 N French Ave- #21410 (a) Foundationpo IV. FrencA
.C,04 Ord, Fl 327-71
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PROJECT WARC0/PHILLIPS_66
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j JOB# 2229-126-046 ---- - --- -- DATE 7JAN87
fi DETAIL _FOUNDATION CALCULATIONS COMPUTED BY NEIL
I-5
2'
(6) 171'4 HOLES I l
8X8X%q T.S.
W�l (4) 8XGXL2' GUSSETSm
BASE PLATE
A
B B N
BASE PLATE
USE 8"x 8"x 5/8" T.S.
SM = 35.5
30001b MIX ; 7.4 YARDS TOTAL
WIND =33.6 lbs/(f 2
q,
5@t8 LOC
3 T1 E5 @
is" ac.
—'f—
� I i
1- -4--- -�- --i — fi- -�- —T
FOUNDATION DETAIL NTS
8X8X%v' T.S.
(2) BX6XL2' GUSSETS
EA. SIDE
WEEP131 l 143 ANCHOR
HOLE - i EA. BOLTS -EA. SIDE
SIDE ITYPI
II 2' GROUT
n I CONC. PIER -
ELEVATION "A—A'
BXBX%%' T.S.
(2) 8X6XL2' GUSSETS
EA. SIDE.
L, F� (31 1;{J43 ANCHOR
40LE-1 EA. 8OLTS-EA. SIDE
SIDE (TYP)
II k,,f
2' GROUT C(X. PIER
ELEVATION "B—B"
Jl
5@t8 LOC
3 T1 E5 @
is" ac.
—'f—
� I i
1- -4--- -�- --i — fi- -�- —T
FOUNDATION DETAIL NTS
8X8X%v' T.S.
(2) BX6XL2' GUSSETS
EA. SIDE
WEEP131 l 143 ANCHOR
HOLE - i EA. BOLTS -EA. SIDE
SIDE ITYPI
II 2' GROUT
n I CONC. PIER -
ELEVATION "A—A'
BXBX%%' T.S.
(2) 8X6XL2' GUSSETS
EA. SIDE.
L, F� (31 1;{J43 ANCHOR
40LE-1 EA. 8OLTS-EA. SIDE
SIDE (TYP)
II k,,f
2' GROUT C(X. PIER
ELEVATION "B—B"
:1.1 r.. n.::::: K [EE 04 °T:::,, n:::11 4 ::>I::: y !,:::) TEO G;
1 ) 11; ::IE: 1=1 -V K nm._'.r
r
.. 8::
1-1 a::::::: .
.•.....; 1: !!::::Q q" -..p n::::_= FA .L...... CV a...i h.__.- n
: A ....q _. 11 !l:_M h.._4
NE_: Y Il.: h n::! p wl FE_: ,ry_._p 1=1
_
lot G n , :,r 1=4 1...1
1: IL. 11.._.... 1:
W „_::O 0 G:,
I
1
l.!:;.I_!:::!t.... AREA TOTAL
!1.... F!_+R!:: E
TOTAL
E=OR(:;! _,•'GI.._
n.i_:,, .�i. IH ,,,.. P.,....,I.:L................I.....,.,.,....,a...,..,1 ....,........,........V. h1,..,9.......:.....s,...h .5...Ih...11.�h,n
...f..Jl.,.. i...f...,...!. 9..L I.:..,.i..1......,.L.,.�.,LL......,!@.,..r.L.n,.C,r:...�..,..i,....1�....t.....
r..6.....1....rn
A_.._n 0_,,
I', I!::: l ll.:::!;' I E::!I— I--IUMB!:_ R OF !: OL..!_irI•'!'::
DEPTH
':::;OIL.. !::::!:
!r'!F'!::i':::;1: _f I CTI
11::11::!2500
LB
�:�:�E-:�:::: l::r.!:::Ir'! rl!::�c:!!._!L...►_!�.;
.._..... ..... ... .........._,.... ..... .... ... ....... ..... ..... ..... .....
1:.1.'.. 1 „ ,:.1":..
�-E::.!_; r:c�_!Ea r�ir!:I:?!._!L...!..!��
._...... ..... .....
I
..... ..............._....-...... .....
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6
U SP 17j�
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6
i
F 1 44735.7
F2
40266.98
1'11.1:1.1 1.1 , ;1 F(:11", !:::!1: ,1 ;:::!
141:1)..1.1._1 ; ,1:::
.F;, �_I..i..,::ii'1
Hi E .,:::1 ;
!.26 ..
d 5.26
b
..... :1,166, .
C-11
-� \,u qSA e C,,-- I
1, 4'
BOL TS
10 @ EQUAL
'.NG
IES @ 18"
SHEET 23 CF 29
i
c'
J
(6) 1 3/4"J43
ANCHOR BOLTS �_ 3'-0" DIAMETER J
ELEVATION
co
(8)#10 @ EQUAL
SPAC [NG NOTE: FOUNOATION IS DESIGNED FOR USE
IN POOR SOIL CONDITIONS - SEE SPECS.
z3 TIES @ 18" ALTERNATE OESICNS BASED ON LOCAL
SITE AMO SOIL CONDITIONS ARE I4Y[TED,
0 . C PROYIOING ENGiNEEREO CALCULA(IONS
ANO DOCUMENTATION ARE FURHISHEO
TO COMPANY.
31' TWO POLE SIGN FOUNOATGON
CAL -CI SOIL - S1 =iS00 ;SF
c-�
-o
ih
y_
,NEO FOR USE
;NOITICMS - SEE SPEC'
-.S I LtJ L° LALIEWIE DE5I6x+i SASED CM LOCAL
PLAN0 ANO SOIL CONOITICNS !RE I4Y'.TED,
0 PROYIDINC ENGTNEEZEJ C.9L_ULAT;C.',S
ANO DOCUMENTATION ARE FURNISHED
TO COMPANY.
31' TWO POLE SIGN FOUNDATION
40 SCALE AV= RAGE SOIL - S 1 =2S00 PSF