RF-12-22-3142 Uplift Test 810 NE 100 StGEOTECHNICAL I ENVIRONMENTAL I MATERIALS TESTING I ASBESTOS I ROOF TESTING I INSPECTION SERVIC 3S i i F ILLING SF_RVICES
Ec DYNATECH ENGINEERING CORP.
WW W.DYNATECHENGINEERING.COM
ROOF TILE UPLIFT CAPACITY IN ACCORDANCE WITH
2020 FLORIDA BUILDING CODE, 7TH EDITION, TEST PROTOCOL TAS-106
STANDARD PROCEDURE FOR FIELD VERIFICATION OF THE BONDING OF MORTAR OR ADHESIVE SET TILE S) STFrvs AND
MECHANICALLY ATTACHED, RIGID, DISCONTINUOUS ROOF SYSTEM
DATE: FEBRUARY 13, 2023 PERMIT#: RF-12-22-3142
CLIENT: OBENOUR ROOFING: 9822 NE 2nd Avenue, #9, Miami Shores, FL 33138
ROOF AT: 810 NE 100TH STREET MIAMI SHORES, FL 33138
Testing Equipment: Humboldt Scale Model H-4620.
The test results presented here reflect the condition of the roof system at the time of the test. These results are time Inc s: mple
dependent since roof condition are continuously changing due to the exposure to the element and roof top traffic. Cli int rF ngnizes
that actual conditions in areas not tested by Dynatech Engineering Corp (DEC) may differ from those anticipated in DE--'s -E I.-)rt.
Client understands and accepts that this can significantly increase the cost of construction for its future projects. Clier'. a€rr 2: that
DEC shall not be responsible or liable for any variations in the actual conditions of areas not tested by DEC.
NUMBER OF TESTS
TEST LOCATIONS:
FIELD UPLIFT
TEST RESULTS
SEE SKETCH
PULL TEST
8
(C) CORNERS
> 35 LBS
'4SSED
32
(P) PERIMETERS
> 35 LBS
'4SSED
50
(F) FIELD
> 35 LBS
T ' 1SSED
32
(R) RIDGE CAPS
> 35 LBS
�SSED
TILE TYPE/ATTACHMENT: Flat roof tile polyfoam set.
INSPECTED BY: JM
ROOF SKETCH
27'
P
p
P
P
F F
IF
F
F
F
I
1
P
I
F
F
1
'P
36'
1 F
F
F
F
P3'
P
P F' P
F
F'F
>:..F
F
'P
F
F F :P
F
F F F 1
CI F
F
F
F F PF
PI
F F
F F
'
F F
36'
25'
1 F
F
F
F
:P
F F 1
P I
C
F
P,
F
F
F
F F 1P
1
-P--
P-
- --
- -F --
P-- F- - -- -
62'
Sincerely yours
sy-
,.a�_•�jCEHS� gafNo.
3958A
Wissam Naamani, P.E.
DYNATECH ENGINEERING CORP-
= srArr e- =
Florida Reg. No. 39584
Special Inspector No. 757
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Page 1 of 1
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