HomeMy WebLinkAbout433 Bannock St - Special Inspections/Engineering - 09/11/2012CLIENT
Encore Homes, LLC.
WlndsorTGUW550
_ _....1�ftn: Ms. De ra Rogers
Recommended Foundation Suct--
CTLITHOt.7PSON PROJECT NOL-Fi,�O
DATE D ._
y] SPREAD FOOTINGS
NI:AXIM;UNI SOIL PRESSURE OF peSp
MINIMUM WIDTH _—. _. _ _ _ .. INCHES
{�Z7. FOOTINGS WITH NIINRAUMI DEADLO:ID "P:-T
MAXIMUM SOIL PRESSURE 017 !' 5 v
F.9INIMUM DEAD_OAD PRESSURE OF Sal! PSF,
_..
PROVIDE A I hNCH VOID BENEA H GRAD RFAMS
MINIMU`w, INIDTH 12 1.._f-t�)�C�6 INCHES' j GRADE BEAMS AND PADS
MAXIMUM SOIL, PRESS(JRE OF
MINIMUM DEADLOAD PRESSURE OF PSP.
PROVIDE A __. . INCH VOID BENEATH GRAD{- BEAMS
MINIMUM WIDTH IT Gt{ES
Foundation Ian tt� /
-v .il�5cY1 ? f._±
PLAN NO. DATI E
WALL FOOTING W D H iINCHES) DEPTH { -GNPs)
. COLUMN PAC) �� '�t� INCHES) DEPTH „ --... {:r GHES)
GOLUiAN PAD INCHES) DEPTH,._ .... ..... ... , .,.. (INCHES)
IEINFORCEMENT AS PER PLAN
I'f "E NO - I NONE REQUIRED
AT SITE ❑ INSTALLED
Soil Conditions At Footin Level
UPPER LEVEL G{`'+J G r� Iat LY✓7,-
LCWER LEVEL -- --- -- -
Ground Water Conditions
NONE Ia EXCAVArON
NONE-NCOUNTERED IN BORING NO. _.._ _. -TO _._. _. FEET
K ENCOUr17 FRED AT FEET IN BOHINC; NO
Remarks:
CTL (THOM SON
I _,c
ADDRESS:
........ ! J
77
LOT 1 R_OCrc
_. _..
FILING NO......... __.PROJE' i NO..._..._?'-'lJ----- ,
Foundation Layout
U
Ir
Par. t�
1I
PSI=. � t
fj
�fn AYtC)CK I—' - J .
A D ic F5 P I H,'-V. .fSTE UEPIH, D T H LE A 5JREs>sEN: LOCt::10N
Instructions to Contractor
�OOTING IN r-ENERAL CONFO hi _ _ CE YV,TI-I PLAN
r=ooTIN,' ecTErJ
L � CGhipITlON:i IN EXC.Ai/AiION AS r1NTtGPA ED
CONDM-0,118 IM EXCAVAJK'N NGl AS AW ICIPATED, CC)i {A(,T
GEU'ECHNICAL ENGINE.E H
FIFCCI 'A ENDLIJ, (1"1RREC 'IfVE PPOr�EDURE
riEl L REPRESFN
GATE �F OBSERVATION ��-�—
�Ot?
Foundation Wall
CLIENT ADDRESS:
Encore Homes, LLC.
—.--�Usor,C0�
LOT .__... �L c i�
_ .......
.._.....__. _ __ ._ _____ --_.__ FILING NO PR L-CT Nf)
--Attn: Ms. Dibra Rogers f
Foundation Plan
By
P,nNNov9s` DATE'_2 l2
Foundation Plan
t I SPREAD FOOTINGS
i4�`FOOTINGS WITH MINIMUM? DEADLOAD
-] GRADE BEAMS AND PADS
DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
ii OTHER ...........
CTUTHOMPSON
PROJECT NO _ CC}�.3ZO. O%% OAT ED
WALL ALIGNMENT OFFSET NCHES
Foundation Void
ZIREOUiRED THICKNESS ....____._ ...._...._........ .,._. INCHES
M NOT REOUIRED
Reinforcing Steel 1�
GRADE ----kx (, BAR SIZE-1----..._....
NO OF EARS
TOP
�¢
BOTTOMS z
VERTICAL
HORIZONTAL
Foundation Wall Layout
Ls4'wvo6l'� S�r
IMI
CODNTERFORT . _........_.. - UF,ER Ground Q Location of VIPER Ground
!.r,.• �LOCATION.i.tJ.,l� .W [:J•" IV L,L LA' CA
1nSt(UCtIOnS t0 Contractor ❑ NOT INSTAL-W O fW C),r NF COXW22 /? Cf
Gs9r- j c,
IkIN GENERAL CONFORMANCE WITH PLAN
REJECTED
COMMENT -.
RECOMMENDED CORRECTIVE PROCEDURE
....... -
.... ................... __..______ _........_.........
-------------
FIELuR PREcEp,. .ATL"^-`
DALE OF
Foundation Nail Drain/ �� CTL I THOMPSON
Void/Waterproofing Observation
CLIENT ADDRES',
Encore Homes, LLCCr�
1218 West Ash suite A
Windsor, CO 80550 LOT..... a... ....... BLOOK_.....
FILING NO _ _PROJECT N0. _._... .3 _.
Attn: Ms. Debra Rogers
Foundation Plan Foundation Wall Layout
PLAN No05��G.`rS
Foundation Type
SPREAD FOOTINGS
L! GRADE BEAMS AND PADS
_^ DRILLED FRICTION PIERS
{.. DRILLED PIERS INTO BEDR,,)CK
FOOTING W MINIMUM
LI OT-HER
DEADLOAD
GZ7
S
CTL`THOMPSON PROJECT NO..R4
.3G' DATED_? ;;,,, f Z
.............
Foundation Void
81, REQUIRED THICKNESS_,_,_._. j_... iNCHE.S
ID MEASURED I HICKNESS iNGF','LS
Foundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS (HONEYCO?ABLNG, ETC)
(IF CHECKED. SHOW LOCATION ON SKETCH;
Recommended Drain Type
EXTERIOR "'AITERIOR
FIG......... ........_. _._...........
INSTALLED PIPE DIA METER _ -. L .., INCHES
WALL HEIGHT _ _. ...... _... _.. INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCHINCHES
SLAB ON GRADE i. STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED. GRAVEL SIZE
Type of Outlet
GRAVITY. BELOW SEWER & SUMP PIT
{ UNDERDRAIN SERVICE CC NNECTION V ISIBLE (AT STI)6}
C3 Foundation Void:
CIN GENERAL CWNFORMANGE WITH RECOI-AMENF.)R ki-)NC
`-]REJECTED
Foundation Wall Drain:
SIN GENERAL CONFORMANCE VVITH RECC:".MENDA IONS
[ REJECTED
Foundation Waterproofing:
IN G F N ERAL C:0NF0 It ;,NCE W H RECOIv3MEND't, SONS
REJECTED
i Exterior Insulation
MANUFACTURER
m
'? HEIGHT FEET
ij r1 Q C'7i
RHCOMIAENDED GOPRECTVE PROCEDURE
DISTANCE BELOW=OUNDAI ON WALL FEET
DAT E OF OBSERVATION