HomeMy WebLinkAbout6127 CARMICHAEL ST - SPECIAL INSPECTIONS - 3/30/2004Foundation Wall Da din/
Void/Waterproofing Inspection
CLIENT: Ryland Homes
81On E Maplewood Ave-, Ste 100
Greenwood Villager ('�O 80111
Foundation Plan (�;o
BY PLAN NO. "
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
FOOTING W/MINIMUM
DEAD CAD
❑ GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
❑ OTHER
CTL/THOMPSON JOB NO. 0' Z16 DATED S
Foundation Void
REQUIRED THICKNESS '7` INCHES
MEASURED THICKNESS tf INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
❑ EXTERIOR 1K INTERIOR
FIG.
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT / C INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
® PIPE INSTALLED
® GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW SEWER g SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
® IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
$) Foundation Waterproofing:
a IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT
DISTANCE BELOW FOUNDATION WALL
FEET
FEET
�TLITHOMPSON
ADDRESS: [ /
S
/i
LOT BLOCK`
FILING NO. ' JOB NO. L2- f Z S l
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE