HomeMy WebLinkAbout438 BANNOCK ST - SPECIAL INSPECTIONS - 2/18/2013Exca ratio eetin
Observation
CLIENT Encore Homes, LLC.
—1218 West Ash; S ite A -
- Windsor;-CO-80550 ----- — -- -
Attn: Ms -Debra
Recommended Foundation )System
CTLITHOMPSON PROJECT NO cCO 53Z_0qSsiQ�(J
DATED—.. _S_Q
[� SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF
MINIMUM WIDTH
INCHES
FOOTINGS MIR MINIMU%I DEADLOAD
MAXIMUM SOIL PRESSURE OF _-_—aiLl7lJ
_ _ PSF
MINIMUM: DEADLOADPRESSUREOF
7[ili PSF
PRObIDF 3 1
VOID HFNE IH GRAr�D-E BEAMS
�L _ ))'"N;"
MINIMU-1 WIDTHYtiQ�j �_�y
(�]� l Sz (D INCHES
❑ GRADE BE..VIS AND PADS 777
MAXIMUM SOIL PRESSURE OF
., PSF
MINIMUM DEADLOAD PRESSURE Or
PC[--
PROVIDE A _- __. INCH
VOID 13ENEA.TH GRADE BEAMS
MINIMUM WIDTH
INCHES
Foundatior Plan
Dv��ilQr��._-_S�'�UPn1LtUc�?5
PLAN NO. _1--}L7�U• r d __ DATE
WALL. FOOTING WIDTH (INCHES) DEPTH ,INCHES)
COLUMN PAP-- ,� IfN0HGS1 L}EPTf'I (INCHES)
COLUMN PAD _—tlu_s (INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN,
YES 0 NO F_ N^.NE REOUIRPD
AT SITE '', INS'TAl hL D
Soil Conditions At Footing Level
UPPER LEVEL. CLfr`t
LOWER LEVEL I_J.�iN IL,
Ground Water Conditions
NONE IN EXCAVATION
]_) NONE ENCOUNT@HED :N /BORING NO '1'O FEET
ENCOUNTER AT —J FEET IN BORIFIC AO
Re arks:
---
`it3E SDIt+ ca7�srf,'Y� IrJ 7t(c ?`j(G'tv�iArcl'
r.
CTLITHOMPSON
ADDRESS
— ;
LOT 40 eLOCK,—.-.
FILING NO PROJECT NO fCO3 b, aQ _
Foundation Layout
/3`
�Aiaap6e4 6-r
0
ME
L1 INDICATES APPROXIMATE DEPT'HlWIDTH MEASUREMENT LOCATION
tructions to Contractor
FOOTING IN GHNERAL CONFORMANCE WITH PLAN
i FOOT INS REJECTED
CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED CONTACT
GEO IFCHtJ,CAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENT,
iEVIEW ) is A ( I
7sTF c cas � arlir.ck ' • / r.�$r
Foundation Wall
Reinforcement Observation
CTLITHOMPSON
CLIENT: ADDRESS' ?
Encore Homes, LLD. �/✓ �'� 10��
1218 West Ash, Suite A
Windsor, CO80550 LOT .70 BLOCK CK �7
......... _.. _ ..... _._ FIIJNG NO. 'ROJGCT NO.... /` . J 31 4...
Attn: Ms. Debra Rogers
Foundation Piar�. Foundation Wail Layout
By
PLAN NO. 41I> Cj t�)_ DATE_(VZL,��GI
Foundation Plan
❑ SPREAD FOO NNGS
-�eOOTINGS WITH MINIMUM DEADLOAD
GRADE BEAI:ISAND PADS
DRILLED FRIG RUN PILBS
(� DRILLED PIERS INTO BEDROCK
OTHER
CTU-11 OMPSON
PROJECT NO FC��i 3'L U.UC7-�2C DATED lO(30�ZitiZ
'NAL7 ALIGNMENT OFFSET ( INCHES
Foundation Void
DJ'(%OUIRED I HICKNESS
.
NOT REQUIRED
Reinforcing Steel
(J
GRADE .__Lj�
BAR SIZE r
NO. O% BARS
1
Top
BOTTOM _
VERTICAL T
HORIZONTAL
COUNTEHFORI
Instructions to Contractor
DN GENERAL CONPORNIANOI WITH PLAN
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
(-POW
p( e
INCHES L
I
G«�uya
EM
UQ t4cn&Ckj SgveI?f
LIFER Ground'a- Location of LIFER Ground
2j ocATloN t✓es. _S� f /V=• Cro l SI�,P_ L_ t l
NOT IMSTALLEO L/-PSI" .S' �1.? u j4 �1 � �fG✓A9,p t,,✓`i f I
COMMENT:
FIELD
DATE OF OBSERVATION
Foundation r':1fff..,'+'u
t .I i r �, ; ��, i�I lei (riIggiv!
CLIENT; Encore Homes, LLC. ADDRESS: j� / {
-.._. 1218.WestAsh-SuiteA 1 1 +.......:--
Windsor,-Co80S50 t' �19-
2t �C._ S ref
...._.-. _ LOT _ Gg _HLOCK 1 T_
A1ttn: MS. Debra Roger$ — FILING NO. PROJECT NO. -S z{7. 17jD
Foundations Plan Foundation Wall Layout
BY TTL. //t11AC. PLAN No->�GG53�P,1
Foundation Type
SPREAD FOOTINGS F. HARE � .AWt S AND PADS
-_l DEJILLED FRICTION PIERS DRILLE-?IERS INTO SEDRCCK
FOOT'.NG WIMINIMUM OTHER
DEADL,AD ¢¢
CTIJTHOMP 'ON PROJECT NJ'�
Foundation Void
❑ REOUIREDTHICKNESS
❑ MEASURED THICKNESS
Foundation Wall Condition
-f EXPOSED STEEL
❑ SURFACE PROBLEMS IHONEYCOMIING.ETC.)
IF CHECKED, SHOW LOCATION ON SKETCH)
rR�Iecommended Drain Type
u EXTERIOR U wrFRIOR
FIG.
INSTALLED PIPE DIAMETER
WAIT. HEIGHT
DEPI'11-'10P OF WALL TO SOPOM OF TRENCH
❑ SLAB ON GRADE ❑ STRUCTURAL FLOOR
[i PIPE: INSTALLED
U GRAVE.- INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVIIY. BELOW SEWER J SUMP PIT
UNDERDRAW SERVICE CONNECTION VISIBLE (AT STUB,
Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
U REJECTED
Foundation Wall Drain:
L...i IN GENERAL. CONFO.'IMANC17 WN 111 ';;QMMENDAL:)NS
�n REJECTED
C roupdation Waterproofing
✓IN CE( RAL OONFOD.JANCE WII N R"1]MMENr.ATIODI3
REJLC t._D
IJ Exterior Insulation
MANUFACTURER
HEIGti T'
DISTANCE BELOW FOUNDATION WALL,
INCHES
INCHES
INCHES
INCHES
INCHES"
RECOMMENDED CORRECTAVE PROCEDURE
REV1EvEOBYYv
-----
FEET
FUI DATEOF ORSE RHIION---
Foundation all Dral
CLIENT ArrRESS
Encore Homes, LLC. C4....4_
1218 West Ash, Suite A --
Windsor, CO 80550
LOT
_ --
F NG NO. _ - _ PROJECT NO
Attn: Ms. Debra Rogers
Foundation //Plan -�`� rr^ Foundation Wail Layout
BY _ -=777-f`J SB,y..}_r yf��, PLAN
Foundation Type
Irt SPREAD POO'rINGz'. a £IRADIE BEAMS AiLO PAnS
(3 DRILLED FRICTION P;F;IS I-_� OPl. LF-O PIERS INTO BEDROCK
FOOTING'W MINIMUM: OTHER
DEADE.CAD
CTLTHOMPSON PROJF_r,ew� •d5d'PW DAI'LD
Foundation Void
® REQUIRED THICKNESS
i- MF.ASUREDTHICKNESS
Foundation Wall Condition
I� EXPOSED STEEL
❑ S11P=A.CF PROBLEMS %HONEYCC•MB&..G, ETC)
IF CI-I_„KED, SHOP/ LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR FA INTERIOR
FIG 3
INSTAL'-ED PIPE DIAMETER.
WALL HUGHT
DEPTH -TOP OF WALLTO SOT70M OFTRENCH
SLAG O'! GRADF_ K.. STRUCTURAL FLOOR
U PIPE V,dcci IALLF..O
❑ GRAVEL INSTALLED. GRAVEL SIZE
Type of Outlet
..� GRaJrrr. HEI-Ow SE;EA Pr Sum;= Prt
iJ UNDEFb3AIN SEHVI CONMECTIOIVISIBLE (A' SrtJN)
J Foundation Void:
[iWGP.NERAL CON-OFiMANCF..'h'i HF2FCOMMEy�.^-140M5
RF.I ECTF.D
iN
F�oundation Wall Drain:
rKI IN GENERAL GONPO"MANCE sb1TF. 9ECO1V.IfENCAHON°.
VJO TED
O Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMEN::ATIONS
RCJE4'rED
J Exterior Insulation
MANUFACTURER
I1EICH
L
r CISLM1.!( F_ HI'LOW I INDAUON V.',,Lt. "al -
INCHES
INCHES
INCHES
INCHES
INCHES
G--
(�a, w No '_�' S,
REC.OM IENDFD CORRECTIVE PROCEDUHL
REVIEWED