HomeMy WebLinkAbout6127 Spearmint Ct - Special Inspections/Engineering - 12/14/2016Foundation Wall Drain/
Void/Waterproofing Observation
CLIENT: Toll Brothers, Inc.
--~1-0-lnverness-Grtve-East,Ste;-1-2& ---
---·· Engleweoli;-G0-8&14-l!-·-
· -··--AttflT-Btian·Kelly
Type of Outlet
0 GRAVITY, BELOW SEWER. ~ SUMP PIT
fX[ UNDERDAAIN SERVICE CONNECTION VISIBLE (AT STUB)
D Foundation Void:
0 IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
QREJECTEO
lit Foundation Wall Drain:
Jgi IN GENERAL CONFORMANCE Wlltt RECOMMENDATIONS
0AEJECTED
~Foundation Waterproofing:
en.IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
D REJECTED
D Exterior Insulation
MANUFACTURER __ _
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
REVIEWED BY
J:J-lt/-;J.<JJ'
DATE OF 08SERVATION
Excavation/Footing
Observation
CLIENT: Toll Brothers, Inc.
----"'10-1!1Veffless-9rive-8ist, Ste. 125
--FEngleweed, GO 89112
----Attn:-Brian-*etly-
Recommended Foundall?c Sysl!l~
CTLITHOMPSONPROJECTNO/ (0 G?'17. Oo 7- 1io
DATED I f...o l.- b
;1 SPREAD FOOTINGS /
MAXIMUM SOIL PRESSURE OF l<J00 ~ PSF.
MINIMUM WIDTH lb {jiids .. 'Z~ INCHES
0 FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF _________ PSF.
MINIMUM DEADLOAO PRESSURE OF PSF.
PROVIDE A _____ INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH ____________ INCHES
0 GRADE BEAMS AND PADS
MAXIMUM SOIL PRESSURE OF _________ PSF.
MINIMUM OEADLOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH ____________ INCHES
Foundation Plap
BY C.'f/, 1''1t:J"'ltfa"1
PLAN NO. pffi Lft)"f {), I :!f DATE
WALL FOOTING WIDTH {INCHES) DEPTH ___ (INCHES)
COLUMN PAD ';, b < - (INCHES) DEPTH (INCHES)
COLUMN PAD ~ Q 2K)(INCHES) DEPTH (INCHES)
REINFORCEMENT AS PER PLAN:
JZ1: 0 YES AT SITE D 0 ND INSTALLED D NONE REQUIRED
Soll Conditions At Footing Level
UPPER LEVEL Q;"'Oc.I <? l A ,,4 cli.1
LOWER LEVEL _,Q~~'-'"(>lol""'~"-f.~~~=-<>'-/~C~{'li1
,.r/ _____ _
CTLITHOMPSON
~·~
ADDRESS: ,/ /
ht'O ~f~/ 'f'"i/"'7
CIZ 1 5pe'"'i/nl!1cCt
LOT ____ ,_, BLOCK~~';e~C,--~~-
FILING NO. PROJECT NO.tCO t:&2. "Ja;:>
Foundation Layout
A. INDICATES APPROXIMATE OEPTHM'IDTH MEASUREMENT LOCATION
_ll}structions to Contractor
~ FOOTING IN GENERAL CONFORMANCE WITH PLAN
D FOOTING REJECTED
0 CONDITIONS IN EXCAVATION AS ANTICIPATED
0 CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER
RECOMMENDED CORRECTIVE PROCEDURE
FIELD REPRESENTATIVE
REVIEWED BY
lf-7-16 Nov IO 2016 2:26 PM
DATE OF OBSERVATION
Foundation Wall
Reinforcement Inspection
CLIENT: Toll Brothers, Inc.
•• -------'J{Hnvemess Orive-EastrSte.125
-Englewood000 B011K2>-----
•4
-- ----------Attn:-B-rian-Kelly----
Foundation Plan
BY L-(' l____:f__ l,,;> h .fM'I_ __ _
PLAN NO._!)# <'(~,1'it>. /).f'_ .. _DATE /6-?'-/=f?:-----
Foundation Plan
.0sPREAD FOOTINGS
0 FOOTINGS WITH MINIMUM DEADLOAD
0 GRADE BEAMS ANO PADS
D DRILLED FRICTION PIERS
0 DRILLED PIERS INTO BEDROCK
D OTHER -------------
CTlffHOMPSON JOB No(i;o '~1.Gb?..et> DATED I toi-LC---
WALL ALIGNMENT OFFSET __ __ L INCHES
Foundation Void
0 OUIAEO THICKNESS
OT REQUIRED
Reinforcing Steel
GRADE ____ 6Q,~ ____ BAR SIZE
NO. OF BARS _,,--
TOP z_ #t; t.:=>_,.,_.f-.c____ ___ _
BOITOM 'Z # (,:,., r
____ ,INCHES
VERTICAL J ti?€;? 'Z-'f" ~C.
HORIZONTAL 'l- JI? 2:t j<!2;., ,_,~--'1--;{'_f'--_<'l_t'.'.___f'- _/!t._ .~-~~~--
Instructions to Contractor
~ GENERAL CONFORMANCE WITH PLAN
0 REJECTED
RECOMMENDED CORRECTIVE PROCEDURE ----
Dec 2120163:21 PM
ADDRESS: Kee. ~+el' (., ,..,.,
--~rz 7 >r-e,,,,....r>?:,,.,.- c:p
LOT ___ ___9___ _ __ BLOCK __ ,~----
FILING NO. --- JOB NO. (c(;>_Cdz, "too
UFJR_ Ground+ Lo_ cati_o_n o_ f UFER Ground_
!Z(LOCATION ,..,q ... ,...zre~ __ }5,_ --- ----
0 NOT INSTALLED
0 NOT REQUIRED
COMMENT:-----
IJ<: .. ~ D-f/._.
FIELD REPAE~ENTA11'QE =-'-'---~----
REVIEWE06Y
i z- ()61.- IC
DATE OF OBSEAVAT1-0N ______ _