HomeMy WebLinkAbout427 TORONTO ST - SPECIAL INSPECTIONS - 3/26/2013CTL I THOMPSON
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Foundation Plan Foundation Wall Layout
BY L..T L ., �3
_�� AI{' . -
Foundation Type
r
;SPREAD FOOT=NGS
(.....; GRADE BE.-'-.N3y ANT,' p„(:);;
i CHILLED FR!C'SCiS PIERS
DRILLED PIERS INM,
s �lfOOTING 4V="A-Nh9UP1�
OTHER
DEADLOAD
5 �—DATED
CT UTHON1PSOiN PROJECT NO...
.3
Foundation Void
�REOUIRED THICKNESS !_ INCHES
I! : 1EA5URED THIGIaJEss _ �"I _..._.._.._....._......... ..... INCHES
Foundation Wall Condition
EI EXPOSED STEEL
SURFACE PROBLEMS (HONEYCONIBING. ETC.
1F CHECKED SHObV LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR [�jATERIOR
FIG.
!NSTALLED PIPE DIAjMETER 1..... ...._.__ _. INCHES
WALL HEIGHT ...................... .......... INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH - - _ INCHES
SLAB ON GRAVE ❑ STRUCTURAL FLOOR
{�_ PE INSTALLED
—j GRAVEL INSTALLED. GRAVEL SIZE ......,,.
Type of Outlet
�'j GRAVITY, BELOW SEWER j-4JMP PIT
UNDERDRAiN SERVICE CONNECTION VISIBLE (Al STUB)
E�oundation Void:
[!?< GENERAL CONFORMANCE WITH RECOMAENDATIONS
1 ] REJECTED
� Toundation Wall Drain:
F -tN GENERAL CONFORMANCE WITH
REJECTED
(-foundation Waterproofing:
1 1 GENERAL CONFORMANCE t,"TH iS
LjREJECTED
Exterior Insulation
n MANUFACTURER
HEIGHT __... ._......-....-__ _.. .FEET
a
DISTANCE BELOW FOUNDATION W,,LL FEED
10. ",I.
P'._4'OMMENDED CORRECTIVE PROCEDURE
M
=0
CTLITHOMPSON
s { j' T "
CLIENT: ADDRESS
Encore Homes, LLC. j
- -- _ —
1218 West s wte ��T-
Windsor, CO 80550 �J
LOT ...... _ _{✓Ci B i,c K
_.
FILING NO _. _ _ PROJECT 'O _eO .5-5 ZC7 ._._..__.�..
Attnc Ms.Debra Rogers
Foundation Plan` f 1 l
BY GTL- 1�'7}Toj/,H� lasolj (fit-G-.----------%-,-�-y--
PLAN NO. _ ��„`_'S�,1�L�,_I..'T- _DATE _. � Q t !'
Foundation Plan T J
❑ SPREAD FOOTINGS
�ZFCOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL�7-IOMPaON _ p 9
PROJECTNO. �L_c�53�D_,_� LO�� C1A?EU
WALL ALIGNMENT OFFSET INCHES
F undation Void
EOUIRED THICKNESS INCHES
I� NOT REQUIRED '
Reinforcing Steel G.�J
GRADE _— +O __ BAR S€2-
01�
=I
NO OFBARS
TOP
BOTTOM
VERTICAL 3j
HORIZON AL
COUNTERFORr _. ._ _. _ ........ ..._. UFER Ground-4 Location Location of UFER Groundyy
(FpStrUCtfOnS t0 Contractor O�LOCATION
iStLIN GENERAL CONFORMANCE WITH PLAN ❑ NOT INSTALLED
❑ REJECTED COMMENT
RECOMMENDED CORRECTIVE PROCEDURE
•f I i a a , $i
CLIENT
A 1218 VV-esf A—sh—, -9—wfie ---
Wiiidi_o_r_,_C0 80$50-
44.
O ... ... ... ..... CK
ILJN NO ----,PROJECT NQ .. . . ... ....
Attn: Ms. 10 e-bra Rogers
Recommended Foundation System
CTUTHCiMPROJECT ROJECT NO --- FZ, D _r> 3
Z3
RSPREAD FOCMNGS
P F-
MAXiMLIM SOIL 000
MINIMUM WIDTH
-00 ' TiNGS WITH, PAt,10AUM. DE, LOAD
rSf
kMINIMUM DEADLOAr' PRESSURE OF PGF
PRObIDEE A INGI-I'VOID BENEATH (MADE BEAMS
INCHES
G A D E U... A rVI S, AND PADS
FSF
MIN:.M.M.4 DEADILOAD PRESSURE OF pSF_
PRO VIDE A INCH V01
,.D BENEATH GRAF,F BEAM,3
.. ........
Foundation Plan
vVA1__FGM;;NGWIDTH 1(0-- —ti'.CHESIOFPTH
N 11 E_'��'
COLUMN D DEP'. I A(;, NCHEC)
56�r�1�07RCEVENTAS 7-P, PLAN:
�f- YES [I NO El NONE REQ-iREC
Ei
ATYT SITE XINSTALLELI
Foundation Layout
1 IV,
-2-4 It
qro SF -
Soil Conditions At Footing Level,
& INDi,:;AY-�G APPROX MAT F DE PT f iNV D-I i &I--- +,S U! L rJEN I Lc,�A i JON�
In
In t Uctions to Contractor
PP�_IVCL -5*�oovwoj
ve-
m f
7�10 f ING IN GENF. RP,- -_ONP0R.mAIqCE vVi r H. Pk. Ap,
FOOTING REJEC
. .. ... ... ......
LOVIILP L'VFt
. .. ... ... ... .
b A,
K,4�, � 1%
:�11? IONj EXCP',,A� [ON �4', r:CIPA;
10� S M ANI.
C"N" IN EXCAV,)TION N
A� CIRATED, CONTAC,-
GEOTECHNiCAL ENG %E"
Ground Water Conditions
NONE iNEXCCA%lA1011
N
F F T
EfNGO: INTERE f
.. . ... . ....
FAD