HomeMy WebLinkAbout2221 Friar Tuck Ct - Special Inspections/Engineering - 12/15/2014Foundation Wall Drain/
Void/Waterproofing Observation
CLIENT: Loveland Commercial, LLC
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T CTL ITHOMPSON
ADDRESS: ~*~~ ID.~ .- T ack Cf.
LOT I J BLO~:.>--- --=~----
FILING NO. PROJECT NO. -2.i)_~_Q,_ _ _
Foun. dation ~n r;-.:._, ':Id Foundation Wall Layout
BY t:fL ']_}jJ)_aj_~~(\~_ PLANNO.'~G, 09::r_._Q /'J r·. ·-·- ' -·· I
' I
Foundation Type I '
D SPREAD FOOTINGS D GRADE BEAMS AND PADS i '
D DRILLED FRICTION PIERS D DRILLED PIERS INTO BEDROCK
~OTING W/MINIMUM D OTHER --------
DEADLOAD \ZD ' A ' / tt..J.
CTLITHOMPSON PROJECT NO.~ tJ~i'.'ED - 6._/jJ_tp-
.0'" F~dation FJ.EOUIRED .THICKNESS Void z ·------- INCHES
~EASURED THICKNESS--=-=-~--------- INCHES
Foundation Wall Condition
D EXPOSED STEEL
D SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
121"11 I '
I !
11
j t2l)ll
15 I
11!4 ,,
Recommended Drain Type
~TERIOR D INTERIOR
~G~"- hl- - - .--1- --- - --- ----
.__.,.......,,..._ ......,, ___ t""'t' • p -· I lj!/ ~~ •
INSTALLED PIPE DIAMETER --~-------- INCHES '----
WALL HEIGHT - -· IJJ INCHES
DEPTH-TOP OF WALL TO BOTIOM OF TRENCH t Z.0 - 3 ':./_INCHES
D SLAB ON GRADE D STRUCTURAL FLOOR
/
.. l
i/
J2l' PIPE INSTALLED ~h v
ff GRAVEL INSTALLED, GRAVEL SIZE }/H~i_t __ RECOMMENDED CORRECTIVE PROCEDURE _ ______ _
Type of Outlet
D GRAVITY, BELOW SEWER ;z(s uMP PIT
0 UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
j{ Foundation Void:
j'.f1N GENERAL CONFORMANCE WITH RECOMMENDATIONS
D REJECTED
Ji"~ndation Wall Drain:
)ll IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
D REJECTED '
~ ~9~mdation Waterproofing:
XI IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
D REJECTED
D Exterior Insulation
MANUFACTURER---- - -----
HEIGHT _ ___ _ _ _ _ __ FEET
DISTANCE BELOW FOUNDATION WALL FEET
Excavation/Footing
Observation
CLIENT: Loveland Commercial, LLC
1043 Eagle Drive
Loveland, CO 80537
Attn: Nick Galluzzo
Recommended Foundation System (\ O .• -· 0
CTLITHOMPSON P?PJECT NO. C.(() b0 ''t • ·'I.£~( z_:
DATED b__•' 1r-1 ~
D SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF ---------PSF.
~· FOOTINGS MINIMUM WITH WIDTH MINIMUM DEADLOAD j .,v ~ INCHES
MAXIMUM SOIL PRESSURE OF _2C..J\)t) PSF.
MINIMUM DEADLOAD PRESSURE OF f G CJ() PSF.
PROVIDE A __ J_~ _ INCH VOID BENEATH GR~E BEAMS
MINIMUM WIDTH ( b ( (Xb.d ~ 70-,£-Z0__j 1NCHES
0 GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF ----------PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH ______________ INCHES
Foundation Plan
BY {TL I rJ....o,,._"sc.tV
PLAN NO. f:co Gn">'r .ol'I DATE _<J_-15~-_ ·- ' _'L _ _
WALL FOOTING WIDTH _l_G __ (INCHES) DEPTH ~ (INCHES)
,_.,r., COLUMN PAD -----1~i-~- (INCHES) DEPTH ~ (INCHES)
{:?,6 COLUMN PAD Sb (INCHES) DEPTH /0 (INCHES)
REINFORCEMENT AS PER PLAN:
~YES 0 NO 0 NONE REQUIRED
D AT SITE 42i(1NSTALLED
Soil Conditions At Footing Level
UPPER LEVEL ~ ~ ~
~·
---------=-~---:
LOWER LEVEL -~
Ground Water Conditions
Ef NONE IN EXCAVATION
qif NONE ENCOUNTERED IN BORING NO. l 11 · TO 25"' FEET
0 ENCOUNTERED AT FEET IN BORING NO. ____ _
Remarks: _________________ _
T CTL ITHOMPSON
LOT / 7 BLOCK-....--~----~~--
FILING NO. PROJECT NO. {: ( 0 [ 0 9 'f, 960
Foundation Layout
- _I ,
I
"I 3't.
I
,· \ 'l
~ i
A INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
J~tructions to Contractor
'ts{ FOOTING' IN GENERAL CONFORMANCE WITH PLAN
0 FOOTING REJECTED
gCONDITIONS IN EXCAVATION AS ANTICIPATED
0 CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
Foundation Wall
Reinforcement Observation
CLIENT: Loveland Commercial, LLC
1043 Eagle Drive
Loveland, CO 80537
Attn: Nick Galluzzo
Foun~on Plan --r-.
BY C!-i--1Fiam~ .J.-.YJC.,. , ~
PLAN NO. ~_{q DATE ?/'o/f r=
g Foundation ~AD FOOTINGS Plan
)6'"FOOTINGS WITH MINIMUM DEADLOAD
0 GRADE BEAMS AND PADS
0 DRILLED FRICTION PIERS
0 DRILLED PIERS INTO BEDROCK
0 OTHER -----------------
CTI/PROJECT THOMPSON NO. rlD6'{,.-;. )4!:Ll)L(l::_/Ztl_DATED JfJi!! _
WALL ALIGNMENT OFFSET --5::.L IN HES
F~dation Void
)2f REOUIRED THICKNESS __ 4 _________ 1NCHES
D NOT REQUIRED
Reinforcing s:~ A+~
GRADE --~W~'----- BAR SIZE -~~--'----
NO. OF BARS
ADDRESS· ~ru , }( -
1..ZZJ . ~.w.i?av litCEC..F __
LOT IL _ B~~~
FILING NO. PROJECT NO. ~qzj-
Foundation Wall Layout
D j
I
' 013
. 1-
t
f
TOP_~------------------- Fr!etcr !Cc)~ l+
BOITOM~.--.--------------~
VERTICAL ---------- - ----- -
HORIZONTAL
COUNTERFOR-_ _;-_-1 _ __,ffl,_, ,_,.,~ __,,'-? ___ ~frijm, l
~~uctions to Contractor
"Vet!: uryR Ground :+· .!.,.ocat~on off UFER Ground..
JZ'LOCATION_ E enc~ () AJ ..,va 11
VIN GENERAL CONFORMANCE WITH PLAN 0 NOT INSTALLED l? a s·e n1 e .,,cl-
0 REJECTED
COMMENT:---- -------- - ---
RECOMMENDED CORRECTIVE PROCEDURE ------ - -