HomeMy WebLinkAboutSUBMITTED PAPERS (2).;,--D E&T DUNKELBERGER ENGINEERING & TESTING, INC.
Project Name: Proposed Guardian Self-Sto�' �J I Report Date: 02-05-02
y Port St. Lucie, Florida /-
C lent Name: PSL. Ltd. �1D 2a�2
' 1800 Bering Drive, Suite 10 0 F Project No.: 01-10-I 110
Houston, Texas 77057 = rubllC WOfks Date Tested: 01-22-02
gt, I Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: 4 (Sheet I of 3
Laborator e Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum.
Dry Density
c
Optimum
-- Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
113.8
9.2
114.3
10.0
95
100+
Pass
2
12
113.8
9.2
113.6
---
10.2
95
99.8
Pass
3
12
113.8
9.2
112.8
---
10.6
95
99.1
Pass
4
12
113.8
9.2
1 1 1.3
1 - - -
9.3
95
97.8
Pass
5
12
1 13.8
9.2
1 13.3
- - -
9.9
1 95
99.6
Pass
6
12
113.8
9.2
112.0
10.9
95
98.4
Pass
7
12
1 13.8
9.2
109.5
- - -
9.8
95
96.2
Pass
8
12
113.8
9.2
110.3
---
10.9
95
96.9
Pass
I ype of Field Density "1'esl: 0 AS"I M 1) 1556 (X) AS'I'M 1) 2922 O ASTM D 2937"
Minimum Required Compaction Based on: (X) AASI ITO *1*-180 (ASI'M D 1557) O AASI 1-10 '1 -99 (ASfM I) 698)
Compaction percent estimated Gum cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test location: Building E
1
1
15.5
Northwest corner of buildin ad
2
1
15.5
Northeast corner of building ad
3
1
15.5
Southwest corner of building ad
4
1
15.5
Southeast corner of building ad
5
1
15.5
60' east and 50' south of northwest comer of pad A
6
1
15.5
70' east and 60' north of southwest corner of pad
7
1
15.5
95' south and 20' east of northwest corner of pad St
8
1
15.5
120' north and 30' west of southeast corner of pad Counh,
Elevation Referenced to: (X) NGVD () MSL () Other
Soil Type
I
Structural Fill
2
Final Grading Fill
Mass Grading Fill
Utility Backfill - Sanitary
Utility Backfill - Water
E
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc: Kimley-Horn, Inc. (Stuart), Mr. Mike Grezlka, P.E.... (1)
Edgecomb & Associates. Mr. Clark Edgecomb... (1)
Dooley & Mack Construction, Mr. Vince Gorman ... (1)
Craig E. Dunkel
FL Registration
NA
.E.
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY
TEST REPORT
Project Name:
Proposed Guardian Self -Storage
Report Date:
02-05-02
Port St. Lucie, Florida
Client Name:
PSL, Ltd.
1800 Bering Drive, Suite 1010
Project No.:
01-10-1 1 10
Houston, Texas 77057
Date Tested:
01-22-02
Technician Initials:
SM
Attn:
Mr. John C. West, President
Progress Report No.:
4 (Sheet 2 of 3)
Laborato Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
9
12
113.8
9.2
110.8
- - -
9.7
95
97.4
Pass
10
12
113.8
9.2
113.5
-
10.8
95
99.7
Pass
11
12
113.8
9.2
112.9
- - -
9.5
95
99.2
Pass
12
12
113.8
9.2
109.9
- - -
10.2
95
96.6
Pass
13
12
113.8
9.2
8.3
- - -
10.5
95
95.2
Pass
14
12
113.8
9.2
0.2
10.0
95
96.8
Pass
15
12
113.8
9.2
2.5
il
---
9.8
95
98.9
Pass
16
12
113.8
9.2
93
- - -
10.0
95
96.0
Pass
I v c or Field Density lest: O ASI M I) 155fi (X) AS'I'M U 2922 O ASM U 2937
Minimum Required Compaction Based on: (X) AASI 1 ['0 *1-I80 (ASTM D 1557) O AASHTO'1'-99 (AS'IM D 698)
'Compaction percent estimated from cone penetrometer reading ohtained with Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test location: Building E
9
I
16.5
Northwest comer of build7ing pad
10
1
16.5
Northeast corner of building ad
I 1
1
16.5
Southwest corner of buildin • pad
12
1
16.5
Southeast comer of building ad
13
1
16.5
60' east and 50' south of northwest comer of pad
14
I
1 16.5 1
70east and 60' north of southwest comer of pad
15
I
1 16.5
95' south and 20' east of northwest corner of pad
16
1
16.5
120' north and 30' west of southeast corner of pad
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2
Final Grading Fill
3 -
Mass Grading Fill
4
Utility Backfill - Sanitary
5'
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
Craig E. Dunkelberger
FL Registration No. 4,0
F'El 5 2002
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
®E&T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 02-05-02
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1110
Houston, Texas 77057 Date Tested: 01-23-02
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: 4 (Sheet 3 of 3)
Laborator Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
OptimumgDensity
Moisture
%
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Densit
Test
Result
1
12
113.8
9.2
---
10.4
95
95.2
Pass
2
12
113.8
9.2
---
9.5
95
98.1
Pass
12
113.8
9.2
- - -
9.8
95
98.0
Pass
4
12
113.8
9.2
110.3
---
10.1
95
96.9
1 Pass
5
12
113.8
9.2
112.9
---
10.8
95
99.2
Pass
6
12
113.8
9.2
112.1
---
8.7
95
98.5
Pass
7
12
113.8
9.2
113.6
---
9.8
95
99.8
Pass
8
12
113.8
9.2
109.9
- - -
10.6
95
96.6
Pass
'I ype of Field Uensilv'lest: O AStM D 1556 (X) ASI M D 2922 11 AS'I'M U 2937
Minimum Required C'ompa$:tion Based on: (X) AASI110 "1'-180 (AS1 M D 1557) O AASI ITD "1'-99 (ASfM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location: Building B
1
1
16.5
Northwest corner of buildin ad
2
1
16.5
Northeast corner of building ad
3
1
16.5
Southwest corner of building ad
4
1
16.5
Southeast corner of building ad
5
1
16.5
60' east and 50' south of northwest corner of pad
6
1
16.5
70east and 60' north of southwest corner of pad
7
1
16.5
95' south and 20' east of northwest corner of pad
8
1
16.5
120' north and 30' west of southeast corner of pad
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
I
Structural Fill
2 •
Final Grading Fill
3 .
Mass Grading Fill
4
Utility Backfill - Sanitary
5,
Utility Backfill- Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
Craig E. Dunkelberger,
FL Registration No. 4
FEB. - 5 21 lG
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 34 -5
State of Florida Board of Professional Engineers Authorization No. 6870
FIRE MARSHAL'S
OFFICE
St. Lucie County
Fire District
(561) 462-2312 • FAX (561) 462-2323
AUTOMATIC FAN SHUT DOWN REQUIREMENTS
FOR AIR HANDLING SYSTEMS.
2400 Rhode Island Ave.
Fort Pierce, FL 34950
The requirements for automatic fan shut down in air handling systems are the
requirements of the Standard Mechanical Code, 1997 Edition, Chapter 4, Section 406,
and the National Fire Protection Association, Life Safety Code NFPA 101.
In determining which code to comply with, the following information is necessary.
1. A/C units make up a system and is referred to in the codes as an air
handling system.
2. The NFPA Life Safety Code, Occupancy Chapters 8 through 31 references
Heating, Ventilation, and air Conditioning and shall comply with Section
101-7-2 of the Life Safety Code.
3. - Section 101-7-2 requires air conditioning, heating, ventilating ductwork,
and related equipment to be installed in accordance with NFPA 90A,
Standard For The Installation Of Air Conditioning and Ventilation
Systems, or NFPA 90B, Standard For The Installation of Warm Air
Heating and Air Conditioning Systems.
4. NFPA 90A. Scope: This standard applies to all systems for the movement
of environmental air in structures that:
a.. Serves spaces over 25,000 cubic feet in total volume, or
b. Serve buildings of Type III, IV, and V construction over three
stories in height, regardless of volume. The construction types
indicated are in accordance with NFPA 220.
NFPA 90A. For the purpose of this standard, a space is considered as the
entire building or a portion thereof separated from other portions of the
building by fire resistance rated construction and whose environmental air
does not mix with that of any other space. For spaces not exceeding
25,000 cubic feet in volume, reference the Standard Mechanical Code,
Chapter 4, Section 406.
6. Spaces not exceeding 25,000 cubic feet in total volume shall be in
accordance with the Standard Mechanical Code, 1997 Edition.
7. Automatic fan shut down requirements. NFPA 90A.
a. Location: Smoke detectors listed for use in air distribution systems
shall be located:
1.) Downstream of the air filters and ahead of any branch
connections in air supply systems of greater than 2,000 cfin
capacity.
2.) At each story prior to the connection to a common return
and prior to any recirculation or fresh air inlet connection in
air return systems over 15,000 cfin capacity and serving
more than one story.
Exception #1: Return systems smoke detectors are not
required when the entire space served by the air distribution
system is protected by a system of area smoke detectors.
Exception #2: Fan units whose sole function is to. remove
air from inside the building to outside the building.
b. Function. Required smoke detectors shall automatically stop their
respective fan(s) upon detecting the presence of smoke.
Exception: Where the return air fan is functioning as part of an
engineered smoke control system and a different mode is required.
C. Installation. Listed duct type smoke detectors shall be installed in
accordance with NFPA 72, National Fire Alarm Code.
1.) When an approved protective signaling system (fire alarm)
is installed in the building the smoke detectors shall be
connected to the protective signaling system in accordance
with NFPA 72. Activation of any air distribution system
smoke detector will cause a supervisory signal to be
indicated at a constantly attended location or will cause an
alarm signal.
2.) All detection devices used for the operation of smoke
dampers, fire dampers, fan control, smoke doors, and fire
doors shall be monitored for integrity in accordance with
NFPA 72, 1-5.8 where connected to the fire alarm system
serving the protected premises.
3.) When smoke detectors are installed in a building not
equipped with an approved protective signaling system,
the system shall
a.) cause a visual and audible signal in a normally
occupied area, and
b.) smoke detector trouble conditions shall be indicated
visually or audibly in a normally occupied area and
shall be identified as air detector trouble.
c.) The above signal requirements -can be annunciated
with a simple remote test station with a sounder.,
Smoke detectors having power supplied separately from the signaling
system (fire alarm) for the sole function of stopping fans do not require
standby power.
STANDARD MECHANICAL CODE
Automatic Fan Shutdown Requirements:
a. Systems serving buildings or spaces less than 25,000 cubic
feet in volume shall comply with the requirements of the
Standard Mechanical Code, Chapter 4, Section 406, 1997
Edition.
b. Capacity greater than 2,000 cfin.
Recirculating air systems with a fan capacity greater than 2,000
cfin shall automatically shut down by means of an approved smoke
detector placed in the return air stream prior to any exhausting
from the building or mixing with fresh air makeup.
C. Capacity 2,000 cfm or less.
Reciculating air systems with a fan capacity of 2,000 cfm or less,
but serving an area used for egress, shall have automatic fan
shutdown. This would be foyers, lobbies, stairways, corridors, and
passageways.
ST LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
2400 Rhode island Avenue Telephone: 561-462-2312
Ft Pierce, FL • 34950
FAX: 561-462-2323
\lew Construction
( )Tenant Improvement ( )Addition ( )Renovation/alterations
( )Shell Only
Jurisdiction:
SLC F.P.B.:
See Below
Occupancy:
Guardian Self Storage Bldg. A - E and Officei Building Dept:
See Below
Address:
10725 S. US 1 Number of stories:
1.
Contractor
Dooley & Mack Constructors, Phone #
941-921-4636
Contractors Address:
2750 Stickney Point Rd. City:
Sarasota
State:
Florida Zip Code:
34231
ArchitecttEngineer.
Edgecomb & Associates, Inc. Phone #
713-523-2289
Building Owner:
Review Date:
9/24/2001
Occupancy Type:
Storage/Business/Residential Automatic sprinklers:
Gross sq ft:
See below Net sq ft:
Occupant Load:
Based On:
Construction Type:
SBCCI Type:
IV unpNI unp
NOTE
1. All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid in full prior to any inspections.
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
6. A copy of the required revision/s have been transmitted to the Architect () Contractor ( ).
7. Penetrations through rated assemblies shall be of proper UL design.
8. UL design criteria shall be submitted with the construction plans.
KNOX BOX IS REQUIRED ( )
Bldg. Dept. Permit Numbers:
21070537
21070532
21070527
21070522
21070517
21070542
REVISIONS REQUIRED
KNOX KEY SWITCH REQUIRED (XX )
General:
1 1. A Knox key switch is indicated for the access gate.
2. Minimum fire extinguisher classification is 2A-10B:C
i
Bldg. A 7060 sq. ft. IV unp
No revisions `-
Fire Dept. Permit Numbers:
B-01-218
B-01-219
B-01-220
B-01-221
B-01-222
B-01-223
An application can be obtained from this office.
Bldg. B 26400 sq. ft. IV unp
1. The electrical room door shall have a door closer.
2. HVAC shutdown is indicated. See additional requirements.
Bldg. C 26230 sq. ft, IV unp
1. The electrical room door shall have a door closer.
2. HVAC shutdown is indicated. See additional requirements.
Bldg. D 21600 sq. ft. IV unp
1. Provide two additional portable fire extinguishers for Zone D-7 and D-8 at the exit doors.
2. The electrical room door shall have a door closer.
3. HVAC shutdown is indicated. See additional requirements.
Bldg. E 26260 sq. ft. IV unp
1. The electrical room door shall have a door closer.
2. HVAC shutdown is indicated. See additional requirements.
Rental Office/Manager's Residence 1900 sq. ft. VI unp -
1. The storage room shall be separated by 1-hr. construction with 3/4 hr. opening protectives including
a self -closing device from the business occupancy. The opening protective for the separation between
the residence and the storage room shall be 1 hour rated including a self -closing device.
2. Provide a portable fire extinguisher for the sales/reception area.
3. Bedroom windows shall comply with NFPA 101, 2000 Section 24.2.2.3 (c)
Rescue windows shall have a minimum of 5.7 sq. ft. clear when opened. The dimensions listed in
Section 24.2.2.3 only provide 3.3 sq. ti. clear opening.
4. HVAC shutdown is indicated. See additional requirements.
Reviewed by: Date: 9/24/2001
polo s 37
CONSULTING
ENGINEERS May 1, 2002
Mr. Robert Burnham
Edgecomb & Associates, Inc.
2472 Bolsover, Suite 210
Houston, Texas 77005
(713/523-2289t,713/523-8827f)
RE: Guardian Storage
St. Lucie, Florida
(SCA No.: 21070)
Dear Mr. Burnham:
It is our understanding from your fax dated April 25, 2002 that the contractor did
not install the vertical reinforcing at the exterior masonry walls and pilasters for
Building A of the referenced project. This situation may be remedied by drilling
and epoxy anchoring rebar dowels with six inch minimum embedment into the
existing concrete.
If you have any questions, please call.
Sincerely,,
Brad L Crane, P.E-
BLC/sh
CORPORATE OFFICE
10101 Southwest Freeway
Suite 600
-Houston, Texas 77074-1126
713/779-7252
1.800-422.7252
FAX. 713/779.1173
im@scahouston.com
www.scaengineers.com
{ LOUISVILLE, EENTUCKY
502/426-6789
ORLANDO, FLORIDA
407/893-6200
IVE
MAY
St Lucie County Public Works
..A-DE&T
DUNKEL,BERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REIVJKT
Project Name: GP_rt Slue uardianiSelf-Stor�ageD 5� Report Date: 12-20-01
Port St. Lucie, Florida '
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 1A ^ 3 20�2 Project No.: 01-10-1110
Houston, Texas 77057 ,A �- d ��- Date Tested: 12-12-01
echnician Initials: SM
Attn: Mr. John C. West, President k1k, toe �)�� ro ress Report No.: 3 (Sheet 3 of 6
LabIProctor
Field Tests
Test
No.
Probe
Depth
in
MaxiOptimum
Dry DMoisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
DensityResult
Test
I
12
113.8
9.2
109.4
- - -
6.1
95
96.1
Pass
2
12
113.8
9.2
---
40
---
95
95
Pass
3
12
113.8
9.2
40
---
95
95
Pass
4
12
113.8
9.2
---
30
1 ---
95
95
Pass
5
12
113.8
9.2
108.6
- - -
5.0
95
95.4
Pass
6
12
113.8
9.2
---
40
---
95
95
Pass
7
12
113.8
9.2
---
40
---
95
95
Pass
8
12
113.8
9.2
---
30
---
95
95
Pass
Type of Field Density Test: O AS'rM D 1556 (X) ASTM 1) 2922 O As-rM D 2937
Minimum Required Compaction Based on: (X) AASFITO T-180 (AS'rM D_1557) l) AASHTO T-99 (AS'rM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
T
Elevation
Test Location
1
1
16.5
Northwest comer of pad building C
2
1
15.5
Northwest corner of pad building C
3
1
14.5
Northwest comer of pad building C
4
10
13.5
Northwest corner of pad building C
5
1
16.5
Northeast comer of pad building C
6
1
15.5
Northeast corner of pad building C
7
I
14.5
Northeast comer of ad buildingC
8
10
13.5
Northeast comer of pad building C
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other: Stripped Grade
cc:
U Craig E. Dunkelberg P.E.
FL Registration N 9932
U 3 1 2f ail
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
- t
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 12-20-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1110
Houston, Texas 77057 Date Tested: 12-12-01
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: 3 (Sheet 4 of 6)
Laborator
i Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
9
12
113.8
9.2
112.6
- - -
10.2
95
98.9
Pass
10
12
113.8
9.2
---
40
---
95
95
Pass
II
12
113.8
9.2
---
40
---
95
95
Pass
12
12
113.8
9.2
- - -
40
- - -
95
95
Pass
'type or Field Density Test 0 ASTM D 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASMfO T-180 (ASTM D 1557) O AASHTO'r-99 (ASTM D 698)
'Compaction percent estimated tom cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
TvDe
Elevation
Test Location
9
1
16.5
Southeast corner of pad building C
10
1
15.5
Southeast corner of pad building C
I 1
1
14.5
Southeast corner of pad building C
12
10
13.5
Southeast corner of pad building C
Elevation Referenced to: (X) NGVD ( ) NISL ( ) Other
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other: Stripped Grade
cc:
FU_raig E. Dunkelberg
L Registration No.
EC J I
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 3�
State of Florida Board of Professional Engineers Authorization No. 6870
b
t
r- ,
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 12-20-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1 110
Houston, Texas 77057 Date Tested: 12-13-01
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: 3 Sheet 5 of 6
Test
No.
Probe
Depth
in
Laborator
Proctor
Field Tests
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
113.8
9.2
109.0
---
11.0
95
95.8
Pass
2
12
113.8
9.2
35
---
95
95
Pass
3
12
113.8
9.2
---
40
---
95
95
Pass
4
12
113.8
9.2
---
40
---
95
95
Pass
5
12
113.8
9.2
110.1
- - -
11.5
95
96.7
Pass
6
12
113.8
9.2
- - -
40
- - -
95
95
Pass
7
12
113.8
9.2
---
40
---
95
95
Pass
8
12
113.8
9.2
---
40
---
95
95
Pass
Type of Field Density'fest _ __ 0 A%TM D 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASHTO T-I8n (AS'1'M D 1557) O AASH'1'0'1'-99 (ASTM D 698)
Compaction percent estimated rrom cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
TvDe
Elevation
Test Location: Building PadC
1
1
16.5
60' south and 60' east of northeast corner of pad
2
1
15.5
60' south and 60' east of northeast corner of pad
3
1
14.5
60' south and 60' east of northeast corner of pad
4
10
13.5
60' north and 60' west of northwest corner of pad
5
1
16.5
60' north and 60' west of northwest corner of pad
6
1
15.5
60' north and 60' west of northwest corner of pad
7
1
14.5
60' north and 60' west of northwest corner of pad
8
10
13.5
60' north, and 60' west of northwest corner of pad
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other: Stripped Grade
cc:
V Craig E. Dunkelb
FL Registration I
1,1 r.0 .5 I
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
Project Name: Proposed Guardian Self -Storage
Report Date:
12-20-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010
Project No.:
01-10-1110
Houston, Texas 77057
Date Tested:
12-13-01
Technician Initials:
SM
Attn: Mr. John C. West, President
Progress Report No.:
3 (Sheet 6 of 6)
Laborator
r Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
9
12
113.8
9.2
109.0.
- - -
12.2
95
96.2
Pass
10
12
113.8
9.2
- - -
35
95
95.0
Pass
11
12
113.8
9.2
- - -
40
- - -
95
95.0
Pass
12
12
113.8
9.2
40
- - -
95
95.0
1 Pass
Type of Field Density Test 0 ASTM D 1556 (X) AS-1 M D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASII'1-0 T-180 (ASTM D 1557)- - -- O AASH'1-0 T-99 (ASTM D 698)
Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
9
1
16.5
Southwest corner of pad building C
10
1
15.5
Southwest corner of pad building C
I 1
I
14.5
Southwest corner of pad buildin • C
12
10
13.5
Southwest corner of pad building C
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
to
Other: Stripped Grade
cc:
Craig E.
FL Regi
R
P.E.
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (5 i 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
.DE&T
DUNKELBERGER ENGINEERING & TESTING, INC.
-Project Name: Proposed Guardian Self -Storage
t Port St. Lucie. Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010
Houston, Texas 77057
Mr. John C. West, President
APR 0 2 2002
Lucie county Publlc
Repyate:
Pl/rrojj((!4ct Nt�
Date Tested:
ician Initials:
03-20-02
01-10-I110
03-06-02
SM
6 (Sheet I of 3
Laborato Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
Optimum
Moisture
%
Dry
Density
Cone
Resistance'
is
Moisture
"/o
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
113.8
9.2
115.0
- - -
9.8
95
100+
Pass
2
12
113.8
9.2
112.0
- - -
10.6
95
98.4
Pass
3
12
113.8
9.2
113.2
- - -
8.3
95
99.5
Pass
4
12
113.8
9.2
112.6
- - -
1 8.9
95
98.9
Pass
'Type of Field Uensity'Test: O ASTM D 1556 (X) ASTM 1)2922 1) ASTM D 2937
Minimum Required Compaction Based on: (X) AASIITO T-180 (ASTM D 1557) 1) AASHT0'I'-99 (ASTM U 698)
'Compaction percent estimated from cone penetrometer reading obtained,with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location: Building A
1
I
0-12
Southwest comer of building
2
I
0-12
75' north and 25' east of southwest comer
3
I
0-12
150' north and 10' east of southwest comer
4
I
0-12
Northeast corner of building
Elevation Referenced to: () NGVD ( ) MSL
Soil Type
I
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade'
9
Base Course
10
Other:
(X) Other Inches below top of final fill
cc: Kimley-Hom. Inc. (Stuart). Mr. Mike Grezlka. RE .... (1)
Edgecomb & Associates, Mr. Clark Edgecomb... (1)
Dooley & Mack Construction. Mr. Vince Gorman ... (1)
-raig E. Dunkelberg
F>r'tion N�o/
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6970
04/16/2002 10:39 3216770285
RICK DOOLEY MACK PAGE 05
0
REQUEST FOR 30. DAY TEMPORARY POWER RELEASE
DATE: ST. LUCIE COUNTY :DLDG. & ZONING
23 DO VIRGINIA AVE
FORT PIERCE, FL 34952-5652
PERMIT NUMBER: Ph. (561) 462-2165
� F f (� AX (561) 462-1148
UCPRO2�o70SZrl j
E
PERTY ADDRESS:2�OZ
caw
le
Works
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTI.ICA'i POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EX CEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Po:3cy, which is
incorporated herein by reference.
3. AU conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIMS OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE IWCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWERDN THE EVENT OF VIOLATION OF
THIS AGREEMENT.
OWNER
Dooley & Mack Constructors, Inc.
SIGNA
ELECTRICAL CONTRACTOR SIGNATURE
04/16/2002 10:39 3216770285 RICK DOOLEY MACK
PAGE 04
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
DATE: (ZOO
'L
PERMIT NUMBER:
Z/0,70 V31
PROPERTY ADDRESS:
ST. LUCIE COUNTY IILDG. & ZONING
23110 VIRGINIA AVE
la2zS S //.r'i/ 7?p�p st Lie
FL 34952-5652
(561)462-2165
(561)462-1148
vv 0
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FORA PERIOD NOT TO EXCEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by :ill terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEM EMPLOYEES FROM ALL LIABILITIES AND CLAIMS, OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE WCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF
THIS AGREEMENT. , n
PSL Ltd dba Guardian Self Stora e
OWNER ;IG/N,A- A
Dooley & Mack Constructors, Inc. l�1/G�I�Grn/ Cl~O
GENERAL CONTRACTOR SIGNATURE
ELECTRICAL CONTRACTOR SIGNATURE
04/16/2002 10:39 3216770285 RICK DOOLEY MACK PAGE 03
REQUEST FOR 30 DAY TEMPORARY POWER 'RELEASE
DATE: /D2 ST. LUCIE COUNTY BLDG. & ZONING
2300 VIRGINIA AVE
FORT PIERCE, FL 34952-5652
PERMIT NUMBER: fl Q� FAX(561) 462 1148
;Iczor!�Uo�lc
P
PROPERTY ADDRESS: /11
Works Osl fo
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO Eli CEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS 'FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. AB conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing' have been fulfilled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEM EMPLOYEES FROM ALL LIABILITIES AND CLAM i OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE INCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT OF VIOLATION OF
THIS AGREEMENT. , n
OWNER
Dooley & Mack Constructc
GENERAL CONTRACTOR
SIGNATURE
C�
04/16/2002 10:39
321677
RICK DOOLEY MACK
PAGE 02
REQUEST FOR 30 DAY TEMPORARY POWER ILELEASE
DATE: ST. LUCIE COUNTY 3LDG. & ZONING
Z/ /b OZ 23 )0 VIRGINIA AVE
FORT PIEIREE, FL 34952-5652
h. (561) 462-2165
PERMIT NUMBER: FIRE 7 Q 7 � (561) 462-1148
n /O qz- u L-P
L
AR 16 2002
PROPERTY ADDRESS:
St, LU018 County Public Works
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EX GEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction daring this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
condition of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fuL5lled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST. LUCIE COUNTY,
AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIM:; OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE 124CURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER INTHE EVENT OF VIOLATION OF
THIS AGREEMENT.
e
& Mack
GENERAL
CONTRACTOR
SIGNATURE
CC'O
Jul
09 02 02:04p DAVIDSON INSULATION PSL 5G1 335 17,9 p.l
��r,;.
- l 7
.. ... ✓--J-:.,.-./J..=,/.. J_-.�)✓ .,,��,..,/. �:�i J �...,;')J;Y v..l.i_ 1 � //,Uq C
- �IJJ
0
CLIMATE PRO") FIBER GLASS BLO
OL2002X.
Your home has been professionally insul t d im = ire
;>
a thermal resist a>< ceL°°' blis 7Orks
guaranteed
rYti
r:, �
Honfhrown'�as's N!that
f \
° 7 �jS" ! r „�(ai d a r 67 u5
/v Musa' --- 1
f '•;
a71•
RECORD OF INSTALLATION
BLOWING WOOL BATES AND ROL.S
THICKNESS AREA INSULATED it
wmq CUNsntU(I'ION, IFV.MRQFn'. R-VALUE
�<
•r
D rlrnzonT DEIm( OF PRE\nOUS
15 INSUTATION CrilINGB —IN. SQ. FI'. !
F.+`
NIlimHER OF BAC,S LISED INg1E5
Fr
wU/'�"�C
AeH A INxumijq)A& ULSTIMATEn B-Vnl.ul( OP
PREVIOUS INSULATION WN.IS —1N. SQ. Fr. c
<'1
j�
/"
TuENus OF lNsulwnoN� 11rE(s)or PRLvwus
¢:
INCHES INSULATION IN ATTIC
IIDORS —IN. SQ. FE
R-VAI.UI: OP 1NSUTATION —IN. SQ. IT. .,
III IMATF PRO. RAI', WEIGHT.25 LR. NOMINAL
R-VALUE
MINIMUM
THICKNESS
BAGS PER
1000 SO. FT.
MAXIMUM
NET COVERAGE
MINIMUM WEIGHT
PER SO. FT.
To oblarn an
Installed
Tlv number ofbnyn
Conlent<of
The errighl/ier
isntdolin++
nwdnlioe
f n 100051. f. of
this bagslmukl
sq. Jr. of inabdlrcl
, sislanee
.dlendd nod
=I area should aat
nor moor
huu/alien, should
(R) o(.'
(e less then:
be 1I (hen,:
n a. than,
not be kss dear,
I
5R in.
7.0
142 sq, ft.
0.176 Ibs.
19
8Y. in.
12.5
79.9 sq. ft.
0.313 Ibs.
22
10 in.
14.6
68.4 sq. IL
0.365 Ibs.
26
11/+ in.
17.2
58.0 sq. ft.
0.431 lbs.
30
13 in.
20.0
50.0 sq. ft.
0.500lbs.
38
16Y in.
26.3
38.0 sq. ft.
0.659 Ibs.
44
18Y in.
30.5
32.8 sq. ft.
0.763 lbs.
50
20Y in.
35.5
28.2 sq. ft.
0.8861bs.
60
23Y in.
43.0
1 23.2 sq. ft.
1.076 Ibs.
;1,rit IDSON
& ACO
INSulAT'lot" Ws
%` PORT
f
Y
COMPANY F^ O }v5j3 6
1-10AIE BUILDER SIGNAT'UIU'.
INC.
DATE. G2
'14ONE
DATH
•NONE.
W17
Johns Manville
P,99)J Wrs Mannlh Capaaimr
:�\i„�l.\!\. .. .�\.(�\_+v\ �\.�\� �:'/..„\J�\f�\:/U\i;�✓\J.�l,:\�.v„✓,\..\.%/„Cv\!-�:/„`iJ.`:�Ci„C �,C•",;�:
ichm Manville Co wo,ion• P.O. Box 5100, Denver, CO BU17.5108, Inlemee hupffwww.lm.com. For more Inlormmion call 1-100854-3103,
04/16/2002 10:39 3216770285 RICK DOOLEY MACK PAGE 06
n
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
DATE: / / ST. LUCIE COUNTY I3LDG. & ZONING
23110 VIRGINIA AVE
---IIF �Ft17�rt I I R CE, FL 34952-5652
PERMIT NUMBER: _V ,� Ph. (561) 462-2165
to
APR 16 2002 :FAX (561) 462-1148
PROPERTY ADDRESS:
s .s
�07�fS- 41
u
St. Lucie County Public Works
* 64,k D
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EX CEED THIRTY (30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN
PREPARATION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF
THE REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release in requested for the above stated purpose only,
and there will be no occupancy of any type, other than that permitted by
construction during this time period.
2. As witness by our signatures, we hereby agree to abide by ail terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
'Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is ready for compliance inspection.
WE HEREBY RELEASE AND AGREE TO HOLD HARMLESS, ST'. LUCIE COUNTY,
AND THEIR EMPLOYEES FROM ALL LIABILITIES AND CLAIM:; OF ANY TYPE OF
NATURE WHICH MAY ARISE NOW OR IN THE FUTURE OUT OF THIS
TRANSACTION, INCLUDING ANY DAMAGES WHICH MAY BE IIQCURRED DUE TO
THE DISCONNECTION OF ELECTRICAL POWER IN THE EVENT DF VIOLATION OF
THIS AGREEMENT. n
PSL, L
OWNER
& Mack Const
CONTRACTOR
SIGNATURE
CED
Pp � r� 7 OSVZ�
D E &T DUNKELBERGER ENGINSftG & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self-Storag
'
Report Date:
1 1-09-01
Port St. Lucie, Florida
�~
Client Name: PSL, Ltd.
I
1800 Bering Drive, Suite 1010
Houston, Texas 77057
JAN 0 4 2002 "
Project No.:
Date Tested:
01-10-11 10
10-16-01
Attn: Mr. John C. West, President
St. Lucie County Public VJor, ¢Technician Initials:
_o ress Report No.:
SM
1 (Sheet I of 10
Laborator Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
1 1 1.5
11.2
113.5
1 - - -
9.8
100
100+
Pass
2
12
1 1 1.5
11.2
112.8
- - -
10.5
100
100+
Pass
3
12
1 1 1.5
11.2
113.0
- - -
9.0
1 100
100+
Pass
4
12
111.5
11.2
111.9
11.3
100
100+
1 Pass
5
12
1 1 1.5
11.2
112.2
- - -
9.4
100
100+
Pass
'type of Field Density'resC O AS'I'M 1) 1556 (X) AS'1•M D 2922 O AS'rM D 2937
Minimum Required Compaction Based on: O AASH'1'O T-f80 (AS'I'M D 1557) (X) AASH,r0'1'-99 (AS'rM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
1
6
11.5
West side of 5-02, north side of pipe
2
6
11.5
East side of S-01, south side of pipe
3
6
11.5
South side of 5-01, east side of pipe
4
6
11.5
100' south of 5-01, west side of pipe
5
6
11.5
200' south of 5-01, east side of pipe
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2.
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8•
Stabilized Subgrade
9
Base Course
10
Other:
cc: Kimley-Horn, Inc. (Stuart), Mr. Mike Grezlka, P.E.... (1)
Edgecomb & Associates, Mr. Clark Edgecomb... (1)
Dooley & Mack Construction, Mr. Vince Gorman ... (1)
Craig E. Dunkel
FL Registration
ADY 14 2
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 11-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1 110
Houston, Texas 77057 Date Tested: 10-16-01
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: I (Sheet 2 of 10)
Laborator
Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
6
12
I 1 1.5
11.2
113.7
- - -
11.0
100
100+
Pass
7
12
1 1 1.5
11.2
1 1 1.8
- - -
9.9
100
100+
Pass
8
12
1 1 1.5
11.2
112.4
- - -
11.9
100
100+
Pass
9
12
1 1 1.5
11.2
113.3
- - -
10.7
100
100+
Pass
10
12
1 1 1.5
11.2
114.0
- - -
12.0
100
100+
Pass
11
12
1 1 1.5
11.2
112.7
- - -
10.2
100
100+
Pass
12
12
1 1 1.5
11.2
112.1
- - -
9.5
100
100+
Pass
13
12
111.5
II.2
II3.9
10.7
100
100+
Pass
14
12
1 1 1.5
11.2
112.4
...
--
100
100+
Pass.
Type of Field Density Test: O ASTM 1) 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: O AASH'1'0 T-I80 (AS'I'M 1) 1557) (X) AASH'1-0 T-99 (ASTM D 698)
'Compaction percent estimated from cane penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location
6
6
12.5
West side of S-02
7
6
12.5
East side of S-01
8
6
12.5
South side of S-01
9
6
12.5
100' south of S-01
10 '
6
12.5
200' south of S-01
11
6
13.5
West side of S-02
12
6
13.5
East side of S-01
13
6
13.5
South side of S-01
14
6
13.5
100' south of S-01
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1 .
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7-
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
• 10
Other:
cc:
FL Registration No.
NQY 14 200'ytj
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) Y4
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST
REPORT
Project Name:
Proposed Guardian Self -Storage
Report Date:
1 1-09-01
Port St. Lucie, Florida
Client Name:
PSL, Ltd.
1800 Bering Drive, Suite 1010
Project No.:
01-10-1110
Houston, Texas 77057
Date Tested:
10-17-01
Technician Initials:
SM
Attn:
Mr. John C. West, President
Progress Report No.:
I Sheet 3 of 10
Laboratory Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Densit
Test
Result
1
12
1 1 1.5
11.2
1 1 1.7
- - -
12.4
100
100+
Pass
2
12
1 1 1.5
11.2
112.8
- - -
9.5
100
100+
Pass
3
12
1 1 1.5
11.2
114.2
- - -
10.3
100
100+
Pass
4
12
1 1 1.5
1 11.2
112.0
- - -
9.3
100
100+
Pass
5
12
1 1 1.5
11.2
113.7
- - -
9.9
100
100+
Pass
6
12
1 1 1.5
11.2
113.2
- - -
10.4
100
100+
Pass
Type of Field Density Test O ASI'M 1) 1556 (X) ASI'M 1) 2922 O ASI'M D 2937
Minimum Required Compaction Based on: O AASFI'f0-1'-I80 (ASTM D 1557) (X) AASH'1-0 T-99 (ASfM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
soil
Type
Elevation
Test Location
1
6
13.5
200' south of S-01
2 -
6
14.5
West side of S-02
3
6
14.5
East side of S-01
4
6
14.5
South side of S-01
5 -
6
14.5
100' south of S-01
6
6
14.5
200' south of S-01
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
I.
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other:
cc:
lJ Craig E. Dunkelbe
FL Registration N
N 141
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
TEST REPORT
Project Name: Proposed Guardian Self -Storage
Report Date:
11-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010
Project No.:
01-10-1110
Houston, Texas 77057
Date Tested:
10-29-01
Technician Initials:
SM
Attn: Mr. John C. West, President
Progress Report No.:
I (Sheet 4 of 10
Laboratory Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
I
12
113.8
9.2
114.7
- - -
9.7
95
100+
Pass
2
12
113.8
9.2
106.5
- - -
10.1
95
93.6
Fail
3
12
113.8
9.2
105.9
---
11.4
95
93.1
Fail
'rype or Field Density'1'esC O ASTM 1) 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASI1'I'0'r-180 (ASTM D 1557) O AASH"r0 T-99 (ASTM D 698)
'Compaction percent estimated Rom cone penetrometer reading obtained with a Brainard-Kilman Model 5-214 hand-held cone penetrometer.
Test
No.
Soil
Tvpe
Elevation
Test Location
1
10
13.5
Proposed office building, center of pad
2 '
10
14.5
60' east and 45' north of southwest comer of Building "D"
3
10
14.5
Northwest comer of Building "B"
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1-
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9 .
Base Course
10
Other: Stripped Grade
cc:
raig E. Dugnnkelbeerger,
FL Regllttl6 to 1�3 4
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 1 1-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1110
Houston, Texas 77057 Date Tested: 1'0-30-01
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: 1 (Sheet 5 of 10)
Laborato
Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
c
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
1
12
113.8
9.2
110.4
- - -
10.4
95
97.0
Pass
2
12
1 13.8
9.2
- - -
40
- - -
95
95
Pass
3
12 1
113.8
9.2
110.8
- - -
10.1
95
97.4
Pass
4
12
113.8
9.2
---
35
95
95
Pass
5
12
113.8
9.2
109.1
9.7
95
95.9
Pass
6
12
1 13.8
9.2
- - -
40
- - -
95
95
Pass
7
12
113.8
9.2
1 1 1.0
- - -
9.5
95
97.5
Pass
8
12
113.8
9.2
---
40
---
95
95
Pass
'type of Field Density Test: O ASTM D 1556 (X) ASTM D 2922 O ASTM 1) 2937
Minimum Required Compaction Based on: (X) AAS[IT0 T-I80'(AS 'I'M D 1557) O AASHTO T-99 (ASTM D 698)
'Compaction percent estimated I}om cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location: Building B
1
1
14.5
Southeast corner
2
10
13.5
Southeast comer
3
1
14.5
60' south and 60' east of northwest corner
4
10
13.5
60' south and 60' east of northwest comer
5
1
14.5
Northwest corner RETEST of #3, 10-29-01
6
10
13.5
Northwest comer
7
I
14.5
Northeast corner
8
10
13.5
Northeast comer
Elovation Referenced to: (X) NGVD ( ) MSL ( ) Other
--- Soil T ype
1-
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
. Base Course
10
Other: Stripped Grade
cc:
FL RegistrKt y NV.
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561)
State of Florida Board of Professional Engineers Authorization No. 6870
DE&T DUNK' ELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 1 1-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010 Project No.: 01-10-1 1 10
Houston, Texas 77057 Date Tested: 10-30-01
Technician Initials: SM
.Attn: Mr. John C. West, President Pro ress Report No.: I (Sheet 7 of 10)
Laborato Proctor
Field Tests
Minimum
Probe
Maximum
Optimum
Dry
Cone
Required
Percent
Test
Depth
Dry Density
Moisture
Density
Resistance'
Moisture
Compaction
Maximum
Test
No.
in
c
%
c
is
%
%
Density
Result
13
12
113.8
9.2
112.3
- - -
10.3
95
98.7
Pass
14
12
113.8
9.2
---
40
---
95
95
Pass
15
12
1 113.8
9.2
113.5
---
9.8
95
99.7
Pass
16
12
113.8
9.2
---
40
---
95
95
Pass
17
12
1 13.8
9.2
110.7
- - -
9.2
95
97.3
Pass
18
12
113.8
9.2
---
40
---
95
95
Pass
19
12
113.8
9.2
112.7
- - -
10.5
95
99.0
Pass
20
12
1 13.8
9.2
- - -
40
- - -
95
95
Pass
Type of Field Density'rest: 0 ASTM 1) 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASFITO I-180 (ASTM D 1557) O AASHTO T-99 (ASTM D 698)
'Compaction percent estimated from cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No:
Elevation
Test Location: BuildingD
13
14.5
Northeast comer
14
13.5
Northeast corner
15
14.5
25' east and 10' south of northwest corner
16
13.5
25' east and 10' south of northwest comer
17
15
14.5
10' north and 10' west of southeast corner
18
10
13.5
10' north and 10' west of southeast corner
19
I
14.5
70' south and 20' east of northwest comer '
20
10
13.5
70' south and 20' east of northwest corner
Elevation Referenced to:
(X) NGVD ( ) MSL ( ) Other
Soil Type
1
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
7
Roadway Subgrade
A
• Stabilized Subgrade
9
Base Course
10
Other: Stripped Grade
cc:
!✓Craig E. Dunkelberger,
FL Registration No 4
NOV � 12GOi
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (56t)^34 -9404
State of Florida Board of Professional Engineers Authorization No. 6870
D E &T DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY TEST REPORT
Project Name: Proposed Guardian Self -Storage Report Date: 1 1-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite IWO Project No.: 01-10-1110
Houston, Texas 77057 Date Tested: 10-30-01
Technician Initials: SM
Attn: Mr. John C. West, President Progress Report No.: I (Sheet 8 of 10
Laborato
Proctor
Field Tests
Test
No.
Probe
Depth
in
Maximum
Dry Density
e
Optimum
Moisture
%
Dry
Density
c
Cone
Resistance'
is
Moisture
%
Minimum
Required
Compaction
%
Percent
Maximum
Density
Test
Result
21
12
113.8
9.2
110.9
- - -
9.4
95
97.5
Pass
22
12
113.8
9.2
- - -
40
- - -
95
95
Pass
23
12
113.8
9.2
114.1
---
9.8
95
100+
Pass
24
12
113.8
9.2
---
40
---
95
95
Pass
'Type of Held Density'I'est: O ASTM 1) 1556 (X) ASTM D 2922 O ASTM D 2937
Minimum Required Compaction Based on: (X) AASII'T0 T-180 (ASTM D 1557) O AASH'1-0 T-99 (ASTM D 698)
'Compaction percent estimated Itom cone penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No.
Soil
Type
Elevation
Test Location: Building D
21
1
14.5
Southwest comer
22 -
10
13.5
Southwest corner
23
1
14.5
60' east and 45' north of southwest comer RETEST of f12, 10-29-01
24
10
13.5
60' east and 45' north of southwest corner
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
Soil Type
1 .
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
6
Utility Backfill - Storm
• 7•
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
10
Other: Stripped Grade
cc:
FL Registration
NOV
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 3
State of Florida Board of Professional Engineers Authorization No. 6870
i
DRY
UNIT
WEIGHT
POUNDS
PER
CUBIC
FOOT
4 6 8 10 12 14
WATER CONTENT --- PERCENT OF DRY WEIGHT
MOISTURE - DENSITYRELATIO.
Sample Location: On -site, building pad fill Proposed Guardian Self -Storage
Port St. Lucie, Florida
Sample Description:
Brown fine to medium SAND,
slightly silty, trace clay
(-200: 10.4%)
an
DET ��,...��o��..
GeoteeLniml•MrtesrideTcdd
Tested By: KM/RM Date: VM -()I
Checked Bv: CD Date: I I-08-01
:ESULTS
T-180
113.8
9.2
SP-SM
3510
Sheet: 9 of
DE&T I I,Odt32
DRY
UNIT
WEIGHT
POUNDS
PER
CUBIC
FOOT
6 8 10 12 14 16
WATER CONTENT --- PERCENT OF DRY WEIGHT
Sample Location: On -site, pipe backfill
Sample Description: Brown tine to medium SAND, TTT
slightly silty, trace clay LEI 1
(-200: 8.6%) 1 Tested BY:
'VAZ - "z1yallI l[CLHIIVI
Proposed Guardian Self -Storage
Port St. Lucie, Florida
KM/RM Date: 10-23-01
CD Date: II-08-01
:ESULTS
T-99
111.5
11.2
SP-SM
3521
DIDGIIQ
DE&T
IIIUdl32
D E &T DUNKELBERGER ENGIN°EERING & TESTING, INC.
(/i '1
:
Proposed Guardian Self-Stor Y"
Port St. Lucie, Florida Report Date:
I I-09-01
PSL, Ltd.
LAttn:'
Bering Drive, Suite 1010 \
Houston,
Houston, Texas 77057 `
1�
(Y
@ua� Project No.:
'
01-10-1110
Date Tested:
r30 OI
Mr. John C. West, President
Technician Initials:
SM
Progress Report No.: I (Sheet 7 of I
Laborato Proctor
Field Tests
Probe
Maximum Optimum Dry
Cone
Minimum
Test
No.
Depth
in
Dry Density Moisture Density
Resistance'
Reqred Percent
Moisture Compaction Maximum
13
12
113.8 9.2 112.3
%
% Densit
Test
Resul
14
12
113.8 9.2
---
40
10.3
95 98.7
Pass
15
12
113.8 9.2 113.'.
5
_ _
---
9'8
95 95
�PaSS:
16
12
113.8 9.2
40
95 99.7
s
17
12
113.8 9.2
9'2
95 95
18
12
113.8 9.2
40
95 97.3
19
12
113.8 9.2 112.7
10.5
95 95
95
Rass�
20
12
113.8 9.2
99.0
�P us
'rype of Field Density Test: () ASI'M D 1556 (X) ASTM D 2922 Compaction Based on: (X) AASH'1'0'1'-18u (ASTD 1557) Minimum-Required1) AS'fM D 2937
'Compaction percent estimated from cone
(1 AASH'fO T-99 (ASfM D 698)
penetrometer reading obtained with a Brainard-Kilman Model S-214 hand-held cone
penetrometer.
Test Soil
No. T e Elevation
13
Test Location: aiidin D
1 14.5
Northeast corner
14 10 13.5
Northeast comer
15 . 1 14.5
25' east and 10' south of northwest corner
16 10 13.5
25' east and I O'south of northwest corner
17 1 14.5
10' north and 10' west of southeast corner
18 10 13.5
10'north and 10' west of southeast corner
19 1 14.5
70'south and 20' east of northwest corner
20 10 13.5
70' south and 20' east of northwecr
Elevation Referenced to: (X) NGVD () MSL () Other
I
Structural FIII
2
Final Grading Fill
3
Mass Grading Fill
a4
Utility Backfll - Sanitary
5
Utility-Backfill - Water
6
Utility Backfill - Storm
7-
Roadway Subgrade
S
-Stabilized Subgrade
9
Base Course
cc:
r: Stripped Grade I IJCraig E. Dunkelberg
FL Registration No.
i'Vi
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 . Fax: (56t)-34
State of Florida Board of Professional Engineers Authorization No. 6870
DE&T
DUNKELBERGER ENGINEERING & TESTING, INC.
SOIL DENSITY
TEST REPORT
Project Name: Proposed Guardian Self -Storage
Report Date:
I 1-09-01
Port St. Lucie, Florida
Client Name: PSL, Ltd.
1800 Bering Drive, Suite 1010
Project No.:
01-10-1110
Houston, Texas 77057
Date Tested:
10-30-01
Technician Initials:
SM
Attn: Mr. John C. West, President
Progress Report No.:
I (Sheet 8 of 10)
Laborato Proctor
Field Tests
Test
No.
21
22
23
24
Probe
Depth
in
12
12
12
12
Maximum
Dry Density
c
113.8
113.8
II3.8
113.8
Optimum
Moisture
%
9.2
9.2
9.2
9.2
Dry
Density
c
110.9 _
- -
114.1
---
Cone
Resistance'
is
- - -
40
Moisture
%
9.4
- - -
Minimum
Required
Compaction
%
95
95
95
95
Percent
Maximum
DensityResult
97.5
95
I00+
95
Test
[P-assJ
Pass
6P-ass=-�
W40-
Type of field Density Test: 0 ASTM D 1556 (X) ASTM D 2922 0 AS"1'M D 2937
Minimum Required Compaction Based on: (X) AAS11TO T-180 (ASTM 1) 1557) 0 AASHTO T-99 (ASTM O 698)
'Compaction percent estimated from cone penetrometer reading ohtained with a Brainard-Kilman Model S-214 hand-held cone penetrometer.
Test
No:
Soil
T e
Test Location: wild n M
21
1
.5
Southwest corner22
10
jElevation
.5
Southwest corner23
1
.5
60'east and 45' north of southwest corner (RETEST of H2, 10-29-0124
10
.5
60' east and 45' north of southwest corner
Elevation Referenced to: (X) NGVD ( ) MSL ( ) Other
I Soil Tvoe I
I
Structural Fill
2
Final Grading Fill
3
Mass Grading Fill
4
Utility Backfill - Sanitary
5
Utility Backfill - Water
.6
Utility Backfill - Storm
7
Roadway Subgrade
8
Stabilized Subgrade
9
Base Course
Grade
cc:
Craig E. Dunkel
FL Registration
523A NW Enterprise Drive, Port St. Lucie, Florida 34986 • Phone: (561) 343-9787 • Fax: (561) 343-9404
State of Florida Board of Professional Engineers Authorization No. 6870