HomeMy WebLinkAbout3402 W Elizabeth St - Special Inspections/Engineering - 03/24/2016At,
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Green City Consulting
3801 E. Florida Avenue, Suite 708
Denver, CO 80210
Phone: (303) 758-8880
Fax: (303) 758-8881
March 24, 2016
Tom Shumway
Richmond American Homes
4350 S. Monaco Street
Denver, CO 80237
Re: Foundation & Exterior Lateral Treatment Compliance Letter
Bella Vira
Plan D25A/A/Full/2-Car Sideload
Lot 10, Block 1
3402 W Elizabeth Street
Dear Tom:
We hereby state that the foundation and framing portion for the above referenced address
was constructed in general conformance with the construction documents designed for
this address.
Inspection Type: Date: Inspected By:
Footing Inspection
Foundation Wall Inspection
Electrical Ground
Finished Wall Void Inspection
Exterior Lateral Treatment
Please contact us with
Respectfully,
Ron Ngantung
Green City Consulting, LLL
12/21/15
G.C.C.
12/28/15
G.C.C.
12/28/15
G.C.C.
O1/07/16
G.C.C.
03/02/16
G.C.C.
Foundation Wall Drain/
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Observation
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CLIENT: Richmond American Homes of Colorado
CO 80237
Foundation Plan
BY _
PLAN NO.y-
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM OTHER
DEADLOAD _
CTLITHOMPSON PROJECT NOT066Z4-001 DATED
N' Z� —�� (Zi
h REQUIRED THICKNESS_
❑ MEASURED THICKNESS
Foundation Wall Condition
❑ EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR INTERIOR
FIG. 14
INSTALLED PIPE DIAMETER 4
WALL HEIGHT
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH _
SLAB ON GRADE STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
INCHES
INCHES
INCHES
INCHES
INCHES
Type of Outlet
GRAVITY, BELOW SEWER 9SUMP PIT
`KUNDERDRAIN SERVICE CONNECTION VISIBLE-"T-,M lB iop"Ee_T"
FetindatiOn Vend.,
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:- K1r1N5ft-LTIb1J
kIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
nC _te I.._ .l_a:
OW
MANUFACTURER
HEIGHT
DISTANCE BELOW FOUNDATION WALL
FEET
FEET
ADDRESS:
9CLL.A V I RA
3402 Nl. IFLIZABETN ST2E,r_T
LOT 10 BLOCK i
FILING NO. PROJECT NO. FG0627- 4, 9 00
Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
FI
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DATE OF OBSERVATION
1
5
Foundation Wall Drain/
Void/Waterproofing Observation
CLIENT: Richmond American Homes of Colorado
---A-ttn:�-Keily-Mar#ifte�-- ---
Foundation Plan
BY _ PLAN NO.
Foundation Type
• j_,fSPREAD FOOTINGS [] GRADE BEAMS AND PADS
Q DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
................. Q.. FOOTING.W/MINIMUM.............................{]..OTHER..........._::_..................._.........._...................................................
DEADLOAD 001-1 z c2
CTLITHOMPSON PROJECT NO.FL) (.Zz'q BATED 1.4 5
Foundation Void
REQUIRED. THICKNESS �b INCHES
MEASURED THICKNESS -.._._. INCHES
Foundation Wall Condition
[� EXPOSED STEEL.
SURFACE PROBLEMS (HONEYCOMBING, ETC.).
(IF CHECKED, SHOW.LOCATION ON SKETCH)
Recommended Drain Type
EXTERIOR. [JMTERIOR
FIG. Li
INSTALLED PIPE DIAMETER _,.._..._...__.._ y INCHES
WALL HEIGHT /�6 _ _ _ INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 37____ INCHES
ff SLAB ON GRADE'STRUCTURAL FLOOR
Q PIPE INSTALLED
tffr GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW:SEWER n SUMP PIT
UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
`Foundation Void:
Gf5IN.GENERAL CONFORMANCE WITH RECOMMENDATIONS
,��,REJECTED
er Foundation Wall Drain:.
❑ IN GENERAL CONFORMANCE WITH.RECOMMENDATIONS
EJECTED
M! fiw
ADDRESS:
LOT Nyou
_ BOCK
_
FILING NO. PROJECT NO. FC062Z Y.9C>`j -
Foundation Wall Layout
L
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_
_ _
-
RECOMMENDED CORRECTIVE PROCEDURE
C91-Foundation Waterproofing:
Cg�J1N GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED FIELD KEPI
CJ Exterior Insulation.
MANUFACTURER REVIEWED
HEIGHT - ................... FEET
DISTANCE BELOW FOUNDATION WALL FEET DATE OF 01
Cavats®n
6sarvati®n
CLIENT: Richmond American Homes of Colorado.
4350 S. Monaeo Street., $to.-9-00
Denver, e() 80237
Sails Exposed in Excavation
1 Ground Water Conditions
%KONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. --TO— FEET
7-49 -T
ENCOUNTEREDDAr— _ FEET IN BORING NO.-
DRILLED DURING CTLITHOMPSON PROJECT NOZlfLa
REMARKS:
Soils at FoundMevel
UPPER LEVEL
LOWER LEVEL
re
Recommended Foundation System
❑ SPREAD FOOTINGS
kg�FMAXIMUM SOIL PRESSURE OF
OOT!Nes WITH MINIMUMDEAD-LOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF
PSR
PSF.
PSF.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PROVIDEA INCH VOID BENEATH. GRADE BEAMS
El DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF
PSF.
SKIN FRICTION OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PkOVIDEA INCH VOID BENEATH GRADE BEAMS
. Pony;= PIERS INTO. BEDROCK
MAXIMUM END PRESSURE OF.
SIGN FRICTION OF --PS
—PSF
F.
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PROVIDE INCH VOID BENEATH GRADE BEAMS
ADDRESS: ✓6-:',--�f .
Leo -le -
LOT BLC)Ck—�
v5e�- 6-ZIZA1. 00./
FILING No PROJECT NO.
Y-
Excavation ;Layout
NA
Instructions to Contractor
CONDITIONS AS ANTICIPATED
❑ CONTACT GEOTECHNICAL ENGINEER
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K
FIELD REPRESE TIV y38108
REVIEWED13Y .' 11 7 - !g�
ic%
DATE OF OBSERVATION