HomeMy WebLinkAbout2418 S French Ave 22407 Sign Choo Choo Car washMiA60"-a
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Febuary 3, 1988
Basil Savard
177 Meadow Blvd.
Sanford, Fla. 32771
Re: Sterchi/Savard Car Wash
Sanford, Fla.
Dear Basil,
As per our phone conversation, I am sending this letter to
clarify the issue of anchor bolts for the above referenced project.
We will allow bolting the bottom plate of the Detail Building withIIIA.B. @ 48" o.c. as allowed by code and 24" o.c. for the main
Car Wash Building. All other details shall be as per the plans.
This approval shall be contingent upon approval by Gary Wynn of
the Sanford Building Department.
Sincerely,
John X. Michelena
Architect
rid Center Parkwa; Suite 114 Maitland, Fla. 32751 305.875 10 1cl
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UNIVERSAL
ENGINEERING TESTING COMPANY
3852 L.B. McLeod Road • Orlando, Florida 32805 • (305) 4230504
Report
on
IN PLACE DENSITY TESTS
Client: Savard Sturkey Homes
117 Meadow Boulevard
Sanford, FL 32771
Project: Choo Choo Car Wash, Sanford, FL
ORDER NO.: 88-5165-1
REPORT NO.: 4894
DATE: 2-1-88
Area Tested: Fill Beneath Proposed Car Wash and Detail Buildings
Course: Final Grade Depth of Test:
Type of Test: ASTM D-2937 Date Tested:
Remarks: The tests below meet the minimum 95% compaction requirement
of maximum density.
611
1-27-88
LOCATION OF TEST Density Dry
lbs./Cu. Ft.
Maximum
Density Dry
lbs./Cu. Ft.
Percent
Optimum
Moisture
Percent
Field
Moisture
Percent
Maxmur.
Dens.:,
Car dash Building
1. North corner 106.0 109.5 12.8 11.8 96.8
2. South corner 107.1 109.5 12.8 12.0 97.8
3. Northwest corner 107.9 109.5 12.8 12.1 98.5
4. Southwest corner 109.9 109.5 12.8 12.2 100.3
Detail Building
5. Northwest corner 107.6 109.5 12.8 11.9 98.2
6. Southwest corner 106.9 109.5 12.8 11.8 97.6
Technician T . B.
3 - Client
Page 1 of 2 pages
Robert M. Felton P.E.
UNIVERSAL ENGINEERING TESTING CO.
ORDER No.: 88-5165-1
REPORT NO.: 4894
DATE: 2-1-88
LOCATION OF TEST Density Dry
Lbs Cu Ft
Ma>,imum
Density D.y
Lbs Cu Ft
Percent
Optimum
Moisture
Percent
Field
Moisture
ice^
Detail Building
7. Northeast corner 108.0 109.5 12.8 12.0 98.6
8. Southeast corner 108.7 109.5 12.8 12.2 99.2
Technician
Page 2 of 2 pages UNIVERSAL ENGINEERING TESTING CO.
CLIENT-
UNIVERSAL \
ENGINEERING TESTING COMPANY
3852 L.B. McLeod Rd. - Orlando, Florida 32805 - (305) 423-0504
ORDER NO:
REPORT NO
DATE:
REPORT OF MOISTURE — DENSITY RELATIONSHIP OF SOIL
Savard Sturkey Homes
117 Meadow Boulevard
Sanford, Florida 32771
PROJECT: Choo Choo Car Wash, Sanford, Florida
LOCATION: Fill Beneath Proposed Building Pad
115
110
U
Cr
Wa
0z
3
O
a
105
x
c
W
z
M
100
0
9S
5 10 15 20 25
MOISTURE CONTENT (% OF DRY WEIGHT)
88-5165-1
4773
1-27-88
SUMMARY OF TEST RESULTS
ASTM D-1557
Y 109.5 pcf
ENT 12.8
4SS. -
1N:
and with Orange to
Sand
NAT. GROUND:
SIEVE N/A
RVES OF 100% SATURATION
R SPECIFIC GRAVITY
UAL TO:
2.65
2.70
2.75
3 - Client
Kobert M. Felton, P.E.
Universal Engineering Testing Co.
I JOBRICHARDW. STEVENS, P.E. `"
i,t;•U'_-- TS
STEVENS ENGINEERING ASSOCIATES SHEET NO. - OF___
924 N. MAGNOLIA, SUITE 324 CALCULATED BY :r. •f2 ' -- DATE_L
ORLANDO, FLORIDA 32803 CHECKED BY DATE_
t
305) 422-6330
SCALE ----
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SOFT CLOTH
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SAVARD-STERCHI HOMES
G 1 105 A Springwood Circle
1
Longwood, Florida 32750
305) 331-8116
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