HomeMy WebLinkAbout421 BANNOCK ST - SPECIAL INSPECTIONS - 10/12/2012i. .i ` s i L i ,� 11i
Observation
L ENT
Encore Homes, LLC
1218 West Ash, Suite A
�N ndsor, CCU $0550 ... _....
.-_-------____.__.
CTLITHOMPS®N
''lei A s� f• _, f
ADURE.ti
LOI *7—.. .... .. ..__. BLOGK ...........
_ E;LI Js r:=;_ - -- -- PraJECT NO _ Fc o 5 �O
Attn. Ms. Debra Rogers
Recommended Foundation System Foundation Lays d\ t
CT�:T",uo-IPSON PR IEC7 �"ZM S3 ZO , p„','�- (Zrj ,(" -
DATED
SPREAD FOOTINGS
I'rt=XIMUM SOU PRRESSU RE OF PSF
,� tAINIMU. WIDTH ... ... INCHES
L{j 7�alNGS'041-1 H MINIMUM CE.ADI_DAD
P.IAXIMUM SOIL PRESSURE OF J S b'o PSF
t 1INltvliJ DF D;_OAL,IfRLSSt:Ri=_f)h P'
PROVIDE DE A ._ '�`.. / lIN,t,�H VGIC BENNr! ,a r MADE U ASAS
�iIN1t.UM. 01101H_ f .lfJRt�s f C:�� ., .... ...IJGI IES
r GRADE BEAMS AND PADS 1
"AX:MUM SOIL PRESSURE OE PSF
Y:INIYUM DEADLOAD PRESSURE OF .__.___.. ._._._ PSF.
PROVIDE A INCH VOID 3_NL ''H GRA'TE PEANIS
n .NIMUM WIDTH _. INCHES
Foundation Plan J/
BY _-_:!. /fo MPSeI(
P:.A`i NO. h!!_Si o. cr`r _ __. DATE
WALL FOOTING WIDTH ( -17 MCHES) DEPIH I D {ItICHES)
ON HES'DEPTH ___(4b rihJ. riF$7
COLUMN PAD ✓-p _ IEi'"HES DEPTH to (INr HE"S}
FIE!:`JFORCEMENT AS PER PLAN.
-�.�[�ES"_' NO Cf NONE nEQU!RED
2jT_ ITEy INSTALLED
Soil Conditions Af Footing Level
R LEI E7L _(�4L $/rk 4'.iJ_jini,y
r /�yepo,iq{j_
Ground Water Conditions
L= NONE IN EXCAVATIO`'J
PIG:' EP':i_UNTERE :N B--CINC NO [! 1:Ce't1
lzkfP UNTERE.DAT '% • FEE.: IVE:>o%?I^a, sII; 7�v-Z3
Remarks, ._
Lk
I�1�
''E
la
t
f�j,reV <LdC�C V f r
A P"DICAI'ES APPROXtt✓'.;A` DCPIH.,WIDTH M1EASCREAAENI- I..CICATION
loptructions to Contractor
-'N GEhJEt?i=.l `.Ji;N=ORt:AADiCE WITH PLAN
U`D-PAG FIEJECTrE-)
`0ND 1ICNS IN FXCAVA" t01 AS ANTICIPATED
i 1 CONCY RC NS iIN Eh I10`1 f10I AS ANTI A n �YAGI
,. o'Ecru1GAL I N . h.._R
0MWENDED'XORRECTtVE PROCEDURE
goy..
t; c-
,�,..�.+;�'� t,
FIELD pc. N 3^ u i.
o s zo�z
Foundation
1
CLIENT Encore Homes, LLC.
1218 West Ash, Suite A
Windsor, CO 80550
-..... _ _AttrrrM3�Debra-Rogers
Foundation Plan
By C7 t- e #001-e 5 0 cSTIL K cTLt as 1N l n1E�K C
PLAN NO. �Gb i'zo _ t o7 DATE -Z D ! z-
Foundation Plan
SPREAD FOOTINGS
FOOTINGS WITH MI`fttAUM DEAD--^:1D
Clll GRADE BEAMS AND PADS
DRILLED FRICTION P:ERS
DRILLED PIERS' INTO BEDROCK
(� OTTER
cTLrHOMPScr7,..-
PRoIECTNG tCoS328. �t 7 fi b, ,DATED f 4t
WALL ALIGNMENT OFS``T Gi INC'HCF'
Foundation Void
_.._
__ REa.uRE6.THICKNESS - .... !NC!-sES
P40T REQUIRED
Reinforcing Steel
GRADE ^-_ _ b. _ _ -- - _ s3JAR SIZE
NO. OF &SAS
TOP �-
BO''TM .. __ 2 'rl...... ....... _.... .,... ...
HORIZONTAL
COUNTERFORT
I structions to Contractor
t 7 .4.L":�NERAI_ CON^pFitA:7^lC:- V ITF+ PLAN
i L REJECTED
RECOIAMENDED CORRE _' I IV-- PRO'-=DL RE
ADD R'-'�;> /-
_ . ! 4/"A(.O�h..
FIL€vs; NO -
cI NO r�C o S3 20 � oc? __
Foundation Wall Layout
�3AA.1,Jdc 67""
UFER Ground a Location of FER Ground
0.0 - S Loay
Foundation Mall Drain/ - CTLITHOMPSO
g
oid/ tf aterproofing Obser tion 0 L v G._�) � t C:
CLIENT ..__ ADDRESS
Encore Homes, LLC CYr..e
1218 West Ash, Suite A
Windsor, CO 80550 LOT BLOCK_ BLocK
- _ . ...
FILING NO __._.._........ ..,,,,___..PROJECT NO
Attn: Ms. Debra Rogers— —
Foundation
-Plan ^7- j i� Foundation Wall Layout
BY �� �.-.i /1 QYL�./7. .l_ 7;1! -.LAN NO ._T_ ...�I ��-V..l07
Foundation Type
SPREAD FOOTINGS F] GRADE BEAMS AND PV)S
DRILLED FRICTION PIERS DRILLED PIERS INT ? RFC"iF O-oi<
LkO FOOTING VV MINIMUM C OTHER
DEADLOAD
CTLiTHOMPSON PROJECT NO!"..'�w DATED
--._.
Foundation Void
II, tEOU1REDTHiCKNESS_- .. ......._. ..
INCHES
MEASURED THICKNESS -_
;NCHES
Foundation Wall Condition
[ EXPOSED STEEL .
SURFACE PROBLEMS (HONEYCOMBING. ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR E(INTF_RIOR�/
FIG.
INSTALLED PIPE DIAMETER
WALL HEIGHT ..
INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH
SLAB ON GRADE STRUCTURAL FLOOR
Lj PIPE INSTALLED
[i GRAVE:_ INSTALLED GRAVEL S17E
Type of Outlet
GRAVITY. BELOW SEWER 019UI,iP P:T
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STU }
0 Foundation Void:
�( IN GENERAL CONFORMANCE WITH RECON-ItAE'Ni,W C!C;'NS
i_.. i RE„ EC7 ED
A Foundation Wall Drain:
IN GENERAL CONFORMANCE WIT H PECOt-3iaC:Ni71?I':'3A:;
...!REJECTED
Foundation Waterproofing:
�N cENER:AL CONFORMANCE WITH RECOt,0,1END .Ti(eNS
REJECTED
0 Exterior Insulation
n MANUFACTURER
HEIGHT r-EEt
i
— DISTANCE BLOW FOUNDATION WALL FEET
" 01- l(_. E_:
RECONIMENDED CORRECTIVE PROCEDURE
,,_ }
FJI-4
a, ,EAJFc 3Y
to zv
.
�61 E Gr OES_RVAT�ON "•�i 1r . n a Y