HomeMy WebLinkAbout3420 W Elizabeth St - Special Inspections/Engineering - 12/31/2015Green City Consulting
3801 E. Florida Avenue, Suite 708
Denver, CO 80210
Phone: (303) 758-8880
Fax: (303) 758-8881
December 31., 2015
Tom Shumway
Richmond American Homes
4350 S. Monaco Street
Denver, CO 80237
Re: Foundation & Exterior Lateral Treatment Compliance Letter
Bella Vira
Plan D 195/B/Full/2-Car
Lot 13, Block 1
3420 West 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
Finished Wall Void Re -Inspection
Finished Wall Void Re -Inspection
Exterior Lateral Treatment
Please contact us with any questions.
Resp
Ron
Grec
09/14/15
G.C.C.
09/21/15
G.C.C.
09/21/15
G.C.C.
09/23/15
G.C.C.
09/30/15
G.C.C.
10/02/15
G.C.C.
11/17/15
G.C.C.
jh1A;! _Ij }e'lrri'1
� (5-6 5"6 S6
0 7 L I 7,1r' 1,110 Gv9dP-130 `I
CLIENT: Richmond American Homes of Colorado
worn c M Ste. 200
vry . ,
Benver; C0-8-023
Attn: K-eHy-Marti n
Foundation plan
BY PLAN NO,
Foundation Type
F] SPREAD FOOTINGS
DRILLED FRICTION PIERS
FSZIFOOTING W/MINIMUM
GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
ADDRESS:
LOT BLOCK-
-FILING NO. PROJECT NO. f� CrJ (�ZLy lie C)G
Foundation Wall Layout
DEADLOAD _ /� 1-a
CTLITHOMPSON PROJECT NO. (,O L� iDATED ! r S �" ± r
Foundation Void
P�FREQUIRED THICKNESS
INCHES
P�I/IEASURED THICKNESS
INCHES
y Oundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR WINTERIOR d
FIG.
INSTALLED PIPE DIAMETER "C INCHES
WALL HEIGHT I !T INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 12c�- 1140 INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
'p PIPE INSTALLED
I� `Y
'��DGRAVEL INSTALLED, GRAVEL SIZE
rype.ox Outlet
GRAVITY, BELOW SEWER /SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
jPFoundation Void:
PN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[j REJECTED
0
Lo
a
a)
Q)
M
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Waterproofing:
PIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[j REJECTED
El Exterior Insulation
(MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRES NTATI E i •
38108
REVIEWE BY ` ,S'�CT q 7 [ l`).° i
DATE OF OBSERVATION�_�'
CTLITHOMPSON
�.- 17_N G O�`R Pn9j.R .A';_.Ti ^El•k�`"
Excavation
-Observation
CLIENT: Richmond American Homes of Colorado ADDRESS:4350S Q p
onaco Denver,St Ste: 200
� --
LOT S' 3 BLOCK /
n: Kelly Martinez FILING NO. PROJECT NO. Frcr
Soils Exposed in Excavation Excavation Layout
Ground Water Conditions
CEJ:NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
PACOUNTERED AT_ _ FEET IN BORING NO. ! 31
DRILLED DURING CTLITHOMPSON PROJECT NO. kG 6zZY-a't �12 0
DATED_ L3l�
REMARKS:
SolisFoundationUPPER LEVEL
%'
Recommended Foundation System
❑ SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF
PSF
OOTINGS WITH MINIMUMDEAD-LOAD 3 O ac
MAXIMUM SOIL PRESSURE OF
MINIMUM DEAD -LOAD PRESSURE OF 10& C
PSF.
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
MAXIMUM END PRESSURE OF
PSF.
SKIN FRICTION OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PROVIDE A INCH VOID BENEATH GRADE BEAMS
❑ DRILLED PIERS INTO. BEDROCK
MAXIMUM END PRESSURE OF
PSF
SKIN FRICTION OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
Instructions to Coreteaat®r
SCONMMONS AS ANTICIPA-. ED
CONTACT GEOTECHNICAL ENGINEER
C LIy
F;1T,
REVIEWED'BY
DATE