HomeMy WebLinkAbout3339 W Elizabeth St - Special Inspections/Engineering - 05/02/2016�JK 12, 5�7
Green City Consulting
3801 E. Florida Avenue, Suite 708
Denver, CO 80210
Phone: (303) 758-8880
Fax: (303) 758-8881
May 2, 2016
Tom Shumway
Richmond American Homes
4350 S. Monaco Street
Denver, CO 80237
Re: Foundation & Exterior Lateral Treatment Compliance Letter
Bella Vira
Plan D193/D/Full/2-Car
Lot 4, Block 5
3339 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 Tvve: Date: Inspected By:
Footing Inspection
12/14/15
G.C.C.
Foundation Wall Inspection
01/06/16
G.C.C.
Electrical Ground
01/06/16
G.C.C.
Finished Wall Void Inspection
01/13/16
G.C.C.
Finished Wall Void Reinspection
01/19/16
G.C.C.
Exterior Lateral Treatment
03/08/16
G.C.C.
Exterior Lateral Treatment Reinspection
03/09/16
G.C.C:
Hole & Material Inspection
04/13/16
G.C.0
Hole & Material Reinspection
04/21/16
G.C.C,
Hole & Material Reinspection
04/25/16
G.C.C,
Finished Repair Inspection
04/27/16
G.C.C.
Please contact us with anv questions.
Respectfully,
Ron Ngantung
Green City Consulting
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CLIENT: Richmond American Homes of Colorado
-----4-3W&.- Monaco -Street ;Ste.—SOU------
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6oundation Plan
BY ✓
Foundation Type
SPREAD FOOTINGS
I"I DRILLED FRICTION PIERS
2(FOOTING W/MiINIIMUM
DEADLOAD
PLAN NO.
ED GRADE BEAMS AND PADS
DRILLED PIERS INTO BEDROCK
OTHER - -- -
C T LITHOMPSON PROJECT NO %;N, 1 DiI _0=8 Q Lf
Foundation Void
v
EOUIRED'THICI<NESS_-_-.-_ �INCHES
EASURED THICKNESS -.,. i -_- _ --_- - - INCHES
�•., e.d'4ALYAa7e:tl tL JL'I Wall Conditic n
❑ EXPOSED STEEL
❑1 SURFACE PROBLEMS (HONEYCOMBING. ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
EXTERIOR KI INTERIOR
FIG. - a - _ I
INSTALLED PIPE DIAMETER _ INCHES
WALL HEIGHT_INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH J_�R �- INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
X}' PIPE- INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
gGRA'✓ITY, BELOW SEWER ZSUfMP PIT
e\UiNDERDRA!N SERVICE CONNECTION VISIBL '^- i GpAI �
KI FOuhldatiOn Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
� RREJECTEDX
roF. nd fion Wall E) ain:
91N GENERAL CONFORMANCE WITH RECOMMENDATIONS
,�I/❑ REJECTED
KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
!MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
ADDRESS:
ELLA
LOT __- BLOCK
FILING NO.-_. —PROJECT NO. _FFC��
Foundation Vail Layout
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RECOMMENDED CORRECTIVE PROCEDURE'
DATE OF OBSERVATION
Excavation
Observatia:: lr,
C-;_p','R'p.%A-'R.-__rq?�--TF..:Eiy--,C
CLIENT Richmond American Homes of Colorado ADDRESS:
ie
LOT ---
BLOCK
FILING NO. PROJECT NO. !Sr_6 CZ Z`' d`0b o
8011s Exposed in Etcavat!on
around Water Conditions
NONE IN EXCAVATION
FEET
NONE ENCOUNTERED IN BORING NO. TO
60 ENCOUNTERED AT �% _ FEET IN BORING NO. /- Ye
DRILLED DURING CTLITHOMPSON PROJECT NO. �e- 6 � `t ocr -
DATED el p13 -1
REMARKS:
W
80113 at Foundafian Level
UPPER LEVEL It-�—
Excavation Layout .
LOWER LEVEL � � instructions. to Contractor
G CONDITIONS AS ANTICIPATED
❑ CONTACT GEOTECHNICAL ENGINEER
Recommended Foundation System
❑ SPREAD' FOOTINGS
IMUM SOJL PRESSURE OF
«FOOTINGS WITH MINIMUMDEAD-LOAD 9 SF.
MAXIMUM SOIL PRESSURE OF g®coo PSF. MINIMUM DEAD -LOAD PRESSURE OF FGc�
PSF
GRADE. BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
DRILLED FRICTION PIERS y���Q O
MAXIMUM END PRESSURE OF
SKIN FRICTION OF PSF.( ill
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PS
PROVIDE A FIELD REPRESENT E d
INCH F. VOID BENEATH GRADE BEAMS
i ❑ WILLED PIERS INTO. BEDROCK
MAXIMUM END PRESSURE OF
SKIN FRICTION OF PSF REVIEWED BY
SMINIMUM DEAD-LF.
ORD PRESSURE OF
PROVIDER INCH VOID BENEATH GRADE BEAMS
DATE OF OBSERVATinni