HomeMy WebLinkAbout3514 Green Spring Dr - Special Inspections/Engineering - 06/06/2006Drilled Pier Quality Assurance Observation
Per the clients request, a representative of SECURE has visually observed the
drilling of the piers at the site referenced below. The following summarizes our
observations and opinions at the time of our visit.
Client: Cjc—+orn
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rnr,, C oll:r,s
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Secure Job #: SF 0
1 Z'n-1
Date: rn - rca
Contact: C ,h. cy i s t-
Site Address: ,ic.
F"or4
1:rc, l n
Lot: (1 Block:
l2 Filing:
Subdivision: f' •,
_ c.. r . < n
Installation Contractor:
Weather: Ll e(. •r ,
L70°r-
SECURE
CONSULTING ENGINEERS
1 A CTL I THOMPSON COMPANY
Foundation Plan: f' E
Date: H -0-0(n Job: - F o 12. n-)
Soil Report: r 'r T hoµ psi
Job #: FC Date: erg
Drilled Pier Specifications
Reinforcing Steel: Z *L q C r:,, (r. 0
Pier Diameter 12 i -c h
17Min. Pier Length: 27,ck i Z 4 F1 F
Min. Penetration I I f }- I _'F t y. f!
Planned Support Stratum: ;.� I i 'J or. e.
Other:
Description, E=Elevation of top pier, D=Pier Diameter, L=Total Pier Length, P=Penetration, H2O=Depth to Water
Pier
E
D
L
P
H2O
0 (k
Z
27fk
I1 f4-
�o
2
3
4
5
6
7
8
9
10
Subsurface Conditions observed during drilling: D — g f- �
//
(�2 �-o 0 r b 4� hole
Installation Methods Used
❑ Pumping ❑ Casing '
�t�IO Cont,Reae on5�+e.
❑ Drill & Pour ❑ Tremy
Summary of opinions:
It is our opinion that the drilled piers observed were in
general conformance with plans and specifications.
❑ It is our opinion that the drilled piers were not in general
conformance with plans and specifications.
Corrective Actions:
Pier
E
D
L
P
H2O
11
12
13
14
15
16
17
18
19
20
Field Representative: ACC Reviewed By:
Secure Foundations, LLC 9 211 West Magnolia Street, Ft. Collins, CO 80521 • Ph: 970-472-6255
1 e
Reinforcing Steel Quality Assurance Observation
Per the clients request, a representative of SECURE has visually
observed the reinforcement within the formwork under construction at
the site referenced below. The following summarizes our observations
and opinions at the time of our visit.
SECURE
CONSULTING ENGINEERS
A CTL I THOMPSON COMPANY
Client: C(,.4tr)m EnyfrnnMPrsts Site Address: 35IA Cr?en rrtnn ri.\/e
P.O. LBo)c 270654 Fnrt Q)lILns CO. 8o524 FnrF C011in0, C.0 13
Secure Job #: 5F01z07 Lot: I i Block: IZ Filing:
Date: O6112.10o, Contact: Charlie Subdivision: Fnssil Lake Ranch
Reinforcing Plan Information
Plan By:
Reinforcing Type(s):
❑ footing
❑ grade beam
❑ structural slab
❑ column
L(foundation wall
❑ pier cap
❑ slab -on -grade
❑ other
Wall / Grade Beam Reinforcing Steel
Grade
Horz.
Vert./Ties
1
60
(2) a56arS+op,
2Cp0
.c
1 '
3
0
(2)tf5 6ar5 top
t c
4
Pier Cap / Slab Reinforcing Steel
Grade
Longitudinal
Lateral
A
B
C
D
UFER Ground
ld Installed - Location
❑ Not Observed
Max / Min wall height observed: 9 Pi: / 3 Ft
If void forms are required, are they installed as
Wre ommended?
yes , ❑ no Required thickness: g in.
Concrete on -site? ❑ yes Yno (% poured = +/-0'7o)
Weather: ti 9 5° F Clear
Notes:
Smmmary of Opinions
It- is our opinion that the reinforcing steel observed
was in general conformance with the plan.
❑ It is our opinion that the reinforcing steel observed
was not in general conformance with the plan.
(2rid observation required).
Deficiencies noted:
Secure Foundations, LLC • 211 West Magnolia Street, Ft. Collins, CO 80521 0 Ph: 970-472-6255 • Fax: 970-472-6256
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Perimeter Drain / Dampproofin Quality
Assurance Observation
Per the clients request, a representative of SECURE has visually
observed the perimeter drain and/or dampproofing at the site referenced
above. The following summarizes our observations and opinions at the
time of our visit.
Client: l , oc A or+1 En V! rro ni •P. its
Secure Job #: 5FQJZ 07
Date: & .Zo •p(a Contact: (-�n or
Proiect Specifications
Foundation Plan By: E_
Date H- 17-o6, Job# SF0i207
Geotechnical Report By: CT LZ-rt4 0("k P500
Date %(i l S f ' Zoole Job# R. 0 31 Zed - I? o
Recommended Drain type?
A Exterior perimeter ❑ Interior
❑ other
Observations
Perimeter drain observed around:
Oasement ❑ Crawlspace
❑ Other:
Where does the perimeter drain discharge?
❑ Daylight Sump pit ❑ Subdivision drain
Dampproofing observed around:
bBasement ❑ Crawlspace ❑ All backfill areas
SECU]"
CONSULTING ENGINEERS
A CTL I THOMPSON COMPANY
Site Address:
Lot: Block: 2__ Filing:
Subdivision: Foss, I Lai.-G 2o.n, -6
Summary of Opinions
X',It is our opinion that the foundation drain and/or
dampproofing observed generally conform with the
project referenced above.
❑ It is our opinion that the foundation drain and/or
dampproofing observed differs significantly from the
project specifications (2nd observation required).
Comments
inky �"'r exCa-vim 4 �� 4-o Corrective Action:
Chars %IP& CJ-(orcl r�,oAi 4;14G
a
Secure Foundations, LLC 9 211 West Magnolia Street, Ft. Collins, CO 80521 a Ph: 970-472-6255 • Fax: 970-472-6256
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Framinz Quality Assurance Observation
Per the clients request, a representative of SECURE has visually
observed portions of the framing under construction at the site referenced
below. The purpose of our observations is to verify general conformance
with plans. This work is not intended to replace regular framing
inspections provided by the local building department.
SECURE
CONSULTING ENGINEERS
A CTL I THOMPSON COMPANY
Client: Site Address: 3�14 61 4F-e.y SpF, w(1 DRt Uj�_
, )4-joM ' r1 V &onmzn%S Fir � (J1(;J1-s (Q
Secure Job #: SFo )20 I Lot: _j l _ Block: 12- Filing:
Date: v Z7 ov Contact: e Subdivision: toss ' 1 Lc kC E an c h
Framing Plan Information
Plan By: JET u C'—E,
Date: q 7 O(7 Job#: SF017-07 Sheet 5I of 5Z-
Site Observation Notes:
lJl Be.Yy in 910-ce "-18 %op-ed �oqe&c-
-l2 of CIe nca C Bms (19 n
neQ`d o mo �Ghy id i lsion _Ncc� ,bie.
�cle: UoL2t 15 rcEv_. 5o, 12" (1A lleeolecSr��
acc es ,;
feel S-o
De,�,k;nn!) 12ec fJo n
Z. LO.�✓f � �j:JJ �" (�Q.W Lf �t P� -�O
ty�cnE l�}�;n ��� Gltar a-ncc-E 1-O
^^-
-3 CY 211 ��� J.j W Bth 4-o irxPri-)i
wI z2
s, P1v c e_ s\Ub per p ,-n
Summary of Opinions
X,,It is our opinion'that the framing observed was in
general conformance with the framing plans.
❑ It is our opinion that the framing observed was not in
general conformance with the framing plan.
(2"d observation required).
Exceptions Noted:
Secure Foundations, LLC 0 211 West Magnolia Street, Ft. Collins, CO 80521 0 Ph: 970-472-6255 0 Fax: 970-472-6256