HomeMy WebLinkAbout545 Muskegon Ct - Special Inspections/Engineering - 10/23/2013CLIENT Encore Homes, LLC.
2.12-We."sh.-auite, A ... . ........
. . ...... ._Attn.:_Ms_DebraJ1agers
Recommended Foundation System
CTLITHOMPSON PROJECT NO
DATED2_"Z - 1 '9
SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF .. . . . ..... .... ... . psF
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF PSF
MINIMUM DEADLOAD ORC-8SUFFI--_ OF ------ 6:0 . . ..... ..... ..... — PS' C
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM 0.__PAf)5n A1:K[q. INCHLs,
I.-, GRADE BEAMS AND PADS
MAXIMUM Sol.. PRESSURE OF PSR
MINIMUM DEADLOAD PRESSURE OF ... PSF
PROVIDER INCH. VOID BENEATH GRADE BEAMS
MINIMUM WIDTH . . .... .... .. . INCHES
Foundation Plan
BY
PLAN NO DATE
WALL FOOTING WIDTH ;!NCHES) DEPTH
(INCHES)
COLUMN PAD (INCHES) DEPTH (INCHES)
COLUMN PAD-.,. (INCHES} DEPTH (INCHES)
REINFORCEMENT AS PER PLAN
,Kf YES E] No [] NONE REQUIRED
FZrATSITF ZINSTALLED
Soil Conditions At Footing Level
UPPER LEVEL r-L.A'I.
.. . . . . . .. . .................
.. . . . . . . ..... . ...
Ground Water Conditions
JR�NONE IN EXCAVATION
V. NONE ENCOUNTERED IN BORING NO To
L]ENCOUNTERED AT IN BORING NO.
Remarks:
ADDRE,,'
�gy-,.. , 1 7-- K e_
LOT �7 BLOCK_
FILING NO . , PROJECTNO,PK,0_57�.___._
Foundation Layout
_FF
41
�71
J
. 4
M tAsixec4of') Cots pw-
lNDICA_C6APPROXIMATE GEPTHIwLTH MEASUREMENT LccAT C,I
Instructions to Contractor
KI IN GENERAL CONFORM)NNCE WITH PLAN
El FOOTING RE,_EC7ED
XCONDI-IONS IN EXCAVATION AS ANTICIPATED
I CONDITIONS N EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOI`AMENDED 1--RRFCI WE PRCCrDU FIE
. . . . ............. . ... . ....
0,
DATF�j
F.,I,ltd.;iio;1Wall
CLIENT: Encore Homes, LLC.
1218_ West Ash, Suite A
_W,.
indsor CO 80550
i_ Attn: Ms Debra Rogers_
Foundation Plan By ETL/T�JoA.tP561J 1j\j(
PLAN NO. FCd Z.L_L2-1 _... DATE
Foundation Plan
SPREAD FOOTINGS
FOOTINGS W;TH MINIMUM DEADLOAD
GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
DRILLED PIERS INTO BEDROCK
OTHER
CTUTHOMPSON ,r
PROJECT NO. PDAFEG
WALL ALIGNMENT OFFSET LZ .. ........ .... ......._______INCHES
Foundation Void
'K REQUIRED THICKNESS ._._ ...................... INCHES
❑ NOT REQUIRED
Reinforcing Steel
GRADE .Ii __ BAR SIZE-±�}_____,
NO.OFBARS
TOP -7 4 Co NTI IN k0 tA$
BOTTOM 9 _C ou wL(_ y.
VERTICAL
HORIZONTAL
COUNTERFORT
Instructions to Contractor
J25L IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
RECOMMENDED ± CORRECTIVE -PROCEDURE
TMINI Flll,.l�a>,`
N O
ADDRESS.
t7lLv ._c...R.__...._
LOT _'..... .. ...... _....._._ BLOCK
FILING NO. _ PROJECT NO, pco
Foundation Wall Layout
COMMENT;