HomeMy WebLinkAboutSTRUCTURAL INSPECTION, 1
;ETC
ENVIRONMENTAL• GEOTECHNICAL
BUILDING SCIENCES • MATERIALS TESTING
9955 NW 116 Way, Suite 1
Miami, FL 33178
Phone: 305-882-8200
Fax: 305-322-9728
Structural Inspection `
Client:
Wawa, Inc.
YY.
Contractor: Hooks Construction
Steel Erector: S & S
Weather: Sunny Temperature (°F): 79
Arrival Time: 15:00 Departure Time: 17:30
These locations were visually inspected:
Report#: SI-000004
Project:
3996000423
Wawa #5220; Port St Lucie, FL
ATC Rep: Carrasco, Fernando
Date: 05/01 /2018
OuAlviltu
Fabrication Shop: BY
it. Lucia ('.mint,
Location Description
Compliance
Discrepancy
Status
Remarks
Number
Roof Framing at tower stub columns
Complies
Closed
Detail 16/S5 & 27/S5 2"X2"X3/16" x-
brace angles have been welded all-
around as required by the detail. The
missing set of X-brace angles at
C.1/6.5 have been added.
Roof Framing, all lines
Non -Compliance
15
Closed
Joist reinforcing angles as required by
drawing sheet S1.1 have been placed
on both sides of the joists.
Roof, lines 6.5/G.8
Non -Compliance
16
Closed
Detail 25/S5 channel to joist
connections have been repaired.
Roof high framing, light gauge studs at
Non -Compliance
17
Open
The scupper and openings do not have
parapet walls
a specific construction detail other than
9/37. The openings are not in
accordance with 9/S7.
Remarks: Re -inspection of report dated 4/25/28
Image/PDF Description:
One set of Detail 27/S5 angles added at C.1/6.5.
FILE
COPY
Uploadlmages/PDF: Image/PDF Description:
Page 1 of 2
MAINIL
ENVIRONMENTAL • GEOTECNNICAL
BUILDING SCIENCES • MATERIALS TESTING
9955 NW 116 Way, Suite 1
Miami, FL 33178
Phone: 305-882-8200
Fax: 305-322-9728
Structural Inspection
Report#: SI-000004
Client: Project:
Wawa, Inc. 3996000423
Wawa #5220; Port St Lucie, FL
YY.
Joist reinforcing angle for channels (Det. 25/S5 have been
added.
Image/PDF Description:
Example of parapet wall scupper openings.
Respectfully Submitted
A'TC G e ces I
Senior Engineer ' ,
Florida Liclense # 62519
E: PqH/7's.
CEIIIS� CGS
STATE OF
90 . A�ORIO,,. • � ��.
ANAL EN.Adr
Page 2 of 2
01 �5'4- L
V Structural Inspection Report#: SI-000005
AV TC
BUILDING SCIENCES - M TER AILSICAL Tf TING SCANNED
9955 NW 116 Way, Suite 1 Client: Project: SY
Miami, FL 33178
Phone: 305-882-8200 Wawa, Inc. 3996000423 CIP Gnon1'Ir
Fax: 305-322-9728 260 West Baltimore Pike Wawa #5220; Port St Lucie, FL
Wawa, PA 19063
I�
Contractor: Hooks Construction ATC Rep: Carrasco, Fernando
Steel Erector: Steel Tech Date: 06/13/2018
Weather: Cloudy Temperature (°F): 82 Fabrication Shop:
Arrival Time: 10:00 Departure Time: 11:00
These locations were visually inspected:
Location Description
Compliance
Discrepancy
Number
Status
Remarks
Lines 1-3 and A-D
Complies
Remarks: Gas Station Canopy
RPQ
xt { Florida
lA 'A4unoD alonj 'is
}u@w:pedaQ 6uQ4luaaad
9W L 9 9AV
E. P441/'
STATE OF
\ .........•••
62519
Page 1 of 1
0-1
w
Z
Z
Z
W
U
of
a-
D_
100
90
80
70
60
50
40
30
20
10
0
Particle Size Distribution Report
11■■IIIII�11111■allllllr�lbll'�111■1■IIIIIII■■IIIIIII■■
11■■IIIIIII■(■IIIIIII■■IIIIII1.111■IIIIIII■■IIIIIII■■
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11■■IIIIIII■■(IIIIIII■■IIII1111►11■IIIIIII■■IIIIIII■■
11■■IIIIIII■®IIIIIII■■IIIIII181®IIIIIII■■IIIIIII■■
11■■IIIIIII■®IIIIIII■■IIIIII1a■IIIIIII■■IIIIIII■■
11■■IIIIIII■■(IIIIIII■■IIIIII11111■IIIIIII■■IIIIIII■■
11■■IIIIIII■■Igllllll■■Illlllllllillllllll■■IIIIIII■■
11■■IIIIIII■■Igllllll■■Iglllllga
Ilgllll■■IIIIIII■■
11■■IIIIIII■■(IIIIIII■■IIIIII1111■IIHI111■■IIIIIII■■
Coarse Fine Coarse Medium Fine Silt Clay
0.0 0.0 1 0.1 0.1 5.2 86.2 8.4
TEST RESULTS
Opening
Percent
Spec."
Pass?
Size
Finer
(Percent)
(X=Fail)
2.0
100.0
1.5
100.0
1.0
100.0
.75
100.0
.375
100.0
#4
99.9
#8
99.8
#16
99.7
#30
98.6
#50
80.0
#100
25.5
#200
8.3
(no specification provided)
Location: Ex in Material
Sample Numiber: 24123
ATC
ASSOCIATES
Material Description
Brown Sand
Atterberg Limits (ASTM D 43181
PL= NP
LL= NV
PI= NP
Classification
USCS (D 2487)=
SP-SM AASHTO (M 145)= A-3
Coefficients
D90= 0.3636
DS5= 0.3244
D60= 0.2297
D50= 0.2050
DSO= 0.1604
D15= 0.1186
D10= 0.0921
Cu- 2.49
Cc= 1.22
Remarks
Proctor#23806
F.M =0.96
Date Received: Date Tested: 5/9/18
Tested By: Romulo Pineda
Checked By: William Martin
Title: Sr. Project Manager
Client: Wawa Stores Inc.
Project: Wawa Store #5220
Date Sampled:
4
,00
g0
80
70
60
50
40
30
20
10
0
Particle Size Distribution Report
11■■IIIII'llli..x
;!!
EIal111,11
■IIIIIII■■IIIIIII■■
11■■IIIIIII■■gllllll■■Igl�i�l■1■IIIIIII■■IIIIIII■■
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11■■IIIIIII■■Igllllll■■IIIIIII►�1■IIIIIII■■IIIIIII■■
11■■IIIIIII■®IIIIIII■■IIIII11�1®IIIIIII■■IIIIIII■■
11■■IIIIIII■®91111I1■■IIIII118®IIIIIII■■IIIIIII■■
11■■IIIIIII■■11111111■■IIIIIII■►1■IIIIIII■■IIIIIII■■
11■■IIIIIII■■Igllllll■■IIIIIII■1!�IIIII111■■IIIIIII■■
11■■IIIIIII■■Igllllll■■Iglllll■1►�I�gllll■■IIIIIII■■
11■■IIIIIII■■Igllllll■■IIIIIII■1■�t,llll■■IIIIIII■■
., r
t
tt
rtr
GRAIN SIZE - mm
%13" 1 Gravel % Sand % Fines
Coarse Fine Coarse Medium I Fine Silt I Clay
i 0.0 4.0 1 3.6 2.2 7.0 1 79.4 3.8
TEST RESULTS
Opening
Percent
Spec.
Pass?
Size
Finer
(Percent)
(X=Fail)
2.0
100.0
1.5
100.0
1.0
100.0
.75
96.0
.375
94.4
#4
92.4
#8
90.5
#16
89.5
#30
87.9
#50
69.1
#100
20.0
#200
3.7
(no specification provided)
ion: Existing Material
de Number: 24124
ATC
ASSOCIATES
INC.
Material Description
Brown Sand with Some Gravel
Atterberg Limits (ASTM D 43181
PL= NP
LL= NV
PI= NP
Classification
USCS (D 2487)=
SP AASHTO (M 145)= A-3
Coefficients
D90= 1.8134
D85= 0.4638
D60= 0.2589
D50= 0.2270
D30= 0.1752
D98= 0.1351
D10= 0.1168
Cu= 2.22
Cc= 1.01
Remarks
Proctor #23828
F.M =1.59
Date Received: Date Tested: 5/9/18
Tested By: Romulo Pineda
Checked By: William Martin
Title: Sr. Project Manager
Client: Wawa Stores Inc.
Project: Wawa Store #5220
Date Sampled: