HomeMy WebLinkAbout6215 CARMICHAEL ST - SPECIAL INSPECTIONS - 8/11/200511
Foundation Wall
Reinforcement Inspection
Ryland Homes
11 Maplewood _ 11
Grepnwoo• • : 1
Foundation Plan
BY ITV C
PLAN NO. 3Gd A" 032040 DATE JWK 111 4w6'
Foundation Plan
❑ SPREAD FOOTINGS
FOOTINGS WITH MINIMUM DEADLOAD
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTLITHOMPSON JOB NO. FC - g A!q — DATED 1I 'a I 'a0o t
WALL ALIGNMENT OFFSET C INCHES
Foundation Void
REQUIRED THICKNESS 14 INCHES
NOT REQUIRED
I N C O■! 6! A T 1 C
ADDRESS:
LOT BLOCK I
FILING NO. JOB NO. Fe �O€t�SI
Foundation Wall Layout
Reinforcing Steel
#f 4
GRADE �� BAR SIZE
NO. OF BARS
TOP OInn4#1I can 4 ,
BOTTOM C i
VERTICAL 4 how Is a I, cr
HORIZONTAL Ei ' =I-�orn--[fAd b04" C'a • — y C►� [ (1' : G�1c.�E.'
CONTERFONTS Mt� _414ia� S n+ � � f UFER Ground +- Location of UFER Ground
tIInstructions to Contractor ❑ LOCATION
LAIN GENERAL CONFORMANCE WITH PLAN ❑ NOT INSTALLED
❑ REJECTED X NOT REQUIRED
RECOMMENDED CORRECTIVE PROCEDURE
•
14.11Y1da--
-----aLC°�^cr O RE
FIELD REPRESENTATIV .•• •.�
o •• o. o o• F�
REVIEWED BY . 81
• 4•
DATE OF INSPECTION
Excavation/Footiny
Inspection
CLIENT:
Ryland Homes
100 ElOfaplewoodAve. S{e.-_J-p0__ _ ----
-
rell Ji I- .
ADDRESS:
LOT BLOCK4
_
-- - - - --- FILING NO. - - - -- -- JOB NO. �0 --- - -
p►ttn: IUIr. �06 � Barer ---------- --- ----------
Recommended Foundation /System Foundation Layout
CTLITHOMPSON JOB NO.
DATED
(SPREAD FOOTINGS -- -
MAXIMUM SOIL PRESSURE OF bD PSF
----
:._
MINIMUM WIDTH,______ INCHES
❑ FOOTINGS WITH MINIMUM DEADLOAD -
MAXIMUM SOIL PRESSURE OF -_-
--- ---- PSF•
MINIMUM DEADLOAD PRESSURE OF _ _ pSF, + r
PROVIDE A _ INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH _INCHES
❑ GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF --------------- -_.--- PSF.
MINIMUM DEADLOAD PRESSURE OF -
PSF
PROVIDE AINCH VOID BENEATH GRADE BEAMS. t
MINIMUM FOOTING WIDTH INCHES
Foundation PI n I r
BY --ems
PLAN NO.
_- DATE
WALL FOOTING WIDTH l�L? -YACHES) DEPTH - # -(INCHES)
COLUMN PAD _SYK-ST_5*S;INCHES) DEPTH(INCHES)
-- ( )
COLUMN PAD ;tI2i�f_ 3_"y(INCHES) DEPTH 2-� �_ . _ (INCHES)
REINFORCEMENTAS PER PLAN:
1�S ❑ NO ❑ NONE REQUIRED
❑ AT SITE 4KLINSTALLED - - --- -
♦ INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Soil Conditions t Footing Level In tractions to Contractor
UPPER LEVEL - rr t .� , p VN GENERAL CONFORMANCE WITH PLAN
Lo-
- ❑REJECTED
- --- - --- RECOMMENDED CORRECTIVE PROCEDURE
LOWER LEVEL
Ground Water Conditions
-NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. TO FEET -
ENCOUNTERED AT r FEET IN BORING NO. 3 l
Remarks:
P S
FIELD REPRESENTATIVE (] iEp
REVIEWED BY 98101
•
27� ) q hr c�
DATE OF INSPECTION O�
�ss�n N A L ENS
Foundation Wall Crain/
96MMaterproofing Inspection
CLIENT: Ryland Homes
8100E Maplewood Ave.,Ste, 100
Greenwood Village, CO 80111
Foundation Plan
BY .m k a "I'/( r- PLAN NO.
Foundation Type
SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEADLOAD
CTL/THOMPSON JOB NO. �OV DATED
❑ REQUIRED THICKNESS_
❑ MEASURED THICKNESS
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR
rr INTERIOR
FIG. -1
INCHES
INCHES
INSTALLED PIPE DIAMETER �, � INCHES
WALL HEIGHT go, INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH r�- 6 INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
,GRAVITY, BELOW SEWER ;K SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
:9 Foundation Wall Drain:
�(] IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
(J REJECTED
❑ n
MANUFACTURER
HEIGHT _ FEET
DISTANCE BELOW FOUNDATION WALL _ FEET
"TLITHOMPSON
ADDRESS:
G
I
LOT �� BLOCK I
FILING NO. " JOB NO.
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
O RE0�,�••G
FIELD REPRESENTATIV
• 9'
REVIEWED BY •
DATE OF INSPECTION _ •....