HomeMy WebLinkAbout3526 Pratolina Ct - Special Inspections/Engineering - 06/09/2016Green City Consulting
3801 B. Florida Avenue, Suite 708
Denver, CO 8021.0
Phone: (303) 758-8880
Fax: (303) 758-8881
June 9, 2016
Tom Shumway
Richmond American Homes
4350 S. Monaco Street
Denver, CO 80237
Re: Foundation & Exterior Lateral Treatment Compliance Letter
Bella Vira
Plan D195/D/Full/3-Car
Lot 6, Block 2
3526 Pratolina Court
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
Respectfully,
Ron Ngantung
Green City Consi
04/08/16
G.C.C.
04/27/16
G.C.C.
04/27/16
G.C.C.
05/02/16
G.C.C.
06/07/1.6
G.C.C.
F,oundation OI Or1•alyd V166646 �
` oid/Watr-irrprooilrig Observation
CLIENT: Richmond American Homes of Colorado
-- .---.--.4350-S:-Monaco-Street:-Ste:-200- ------
.. - '-Denver, CO 80237 ... ..... ....... ...
-- -'--_-Attn: Amanda -Robbins ---- ---
Foundation flan
BY......__.........-----....................._..._... -- - -. PLAN NO... _..._..............._......_....----..
Foundation Type
[] SPREAD FOOTINGS [ I GRADE BEAMS AFJD PADS
[�] DRII.E_Er) FRICTION PIERS DRILLED PIERS IN'r0 BEMOCK
FOOTING WrMINIMUM OTHER •_,,. .
DEADLOAD ( _I.LJ
CTLITHOMPSON PROJECTNOIjLV�LZ J�}. DATED ... 10%I.( ,,Z..,2-491V
Foundation Vold
] RUOU1RED TI IICICNESS_.-_-...--- ---_���........._.... _ INCHES
MEASUREDTIIICKNE$S ._._......... . ... .... INCHES
Foundation Wall Condition
[] EXPOSED STEEL
[� SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETC) 1)
Recoinmended Drain'rype
[] EXTERIOR INTERIOR ,,
FIG. ----.._.. --G... .--- ...... ... ............ ....
_..----------
INSTALLED PIPE DIAMETER __.._-... 7,......_.. ............. INCITES
WALL HEIGHT .. ....._ .._..._..................... ..._....DY_..._.....__....-...........
_-- INCHES
DEP'TII•'rOP OI'NlALI.I'O BOI"1'OM OF'r'FiENCH-.-I- f.-I.Y S4__.._.._ INCHES
-SLAB ON GRADE [] STRUCTURAL FLOOR
PIPE INSTALLED 1 F
r TGRAVEI_ INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY; BELOW SEWER [.N:SUMP PIT
P UNDEHIMAIN SE RVICE CONNECTION VISIBLE_ (AI' SILIM
f'*FOUndation Vold:
PjIN GENERAL CONFORMANCE WITII RECOMMENDATIONS
L ] REJECTED
Foundation Wall Drain:
1 IN orNEHAL CONFORMANCE WITH RE C,01141t.MENDATIONS
REJECI ED
[Y)FOLindation Waterproofing:
IN GENERAL CONFORMANCE WITH RECO.'0MENDATION S
I_] REJECTED
❑ Exterior Insulation
v
N
HEIGHT -_- _ FEET
DISTANCE BEI.OW FOUNDATION MALL .........
CTL I TOOMPSOM
DL ,o 4 n
;j
LOT ..._�._._
_...._...... ----- BLOCK ............. 2 - '- - ---
FILING MO._._..._..._ ..__...................NFIOJFC7 NO._-_�_C_u_GLL�I �1'000
Foundation Wall Layout
Vk
1k�
i
-..`�.
I.
(2'A11.
v
Ef
^ •
ti� r
RECOMMENDED CORRECTIVE 17140CEDU
FIELD
REVIEVAfD BY
(01 2,011,
uATE oF� oD:,ERv:;T1oN
Excavation 66l °) CTL I THOMPSOu
Observation S D146.
� ,..
1 0`� 401
CLIENT ' : ). ,'
Richmond American Homes of Colorado ADDRESS� I, 1U,
4350 S. Monaco . 200
enver, CO 80237
LOT to BLOCK
Attn: Aman a O FILING NO. PROJECTNO.
Soils osed in Excavation
Excavation Layout
tGround Water Conditions
t s AONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET
D'ENCOUNTERED AT ji - . FEET IN BORING NO I —
DRILLED DURING CTLITHOMPSON PROJECT
DATED
REMARKS:
____ j'\ .-e' )i f is i ! e1.��.ty.� •s
i
Soils at Foundation Level
UPPER LEVEL
LOWER LEVEL _ OA \ Instructions to Contractor
l ❑ CONDMONS AS ANTICIPATED
J LCONTACT GEOTECHNICAL ENGINEER
Recommended Foundation System
❑ SPREAD' FOOTINGS
' MAXIMUM SOIL PRESSURE OF
PSF.
FOOTINGS WITH MINIMUMDEAD-LOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF tAT);t
PSF.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDEA_ INCH VOID BENEAT14GRADE BEAMS
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE OF
PSF.
SKIN FRICTION OF
MINIMUM DEAD -LOAD PRESSURE OF
PSF
FIELD REP
PROVIDER INCH VOID BENEATH GRADE BEAMS
❑ [SKILLED PIERS INTO. BEDROCK
G
MAXIMUM END PRESSURE OF
PSF
REVIEWED
SIGN FRICTION OF
PSF. .
MINIMUM DEAD -LOAD PRESSURE OF
PSF°
PROVIDE A INCH VOID BENEATH GRADE BEAMS
DATE OF OI
%f A
'APR 19 20161,