HomeMy WebLinkAboutCALIBRATION CERTIFICATECertificate of Calibration
KELC-5573"
Kimball Electronic Laboratory,
Galibrabon+P. erformeLii;By,:,-
KIMBALL ELECTRONIC LABORATORY, INC.
8081 W 21 LANE
HIALEAH, FL. 33016
E-dipmentlinformatton !KELI!IrD:e ',KEL-266437-
Description: FORCE MEASUREMENT SYSTEM
Manufacturer., DMD
Model Number: PFT2000A
Part Number. PFT2000A
Range:
0-2000 LBS
Serial Number:
1602002
Customer I.D.:
N/A
Cust. Baroode:
N/A
Cust. Dept.:
N/A
Specifications:
t0.25 F.S.
SCq
Purchase Order # St.��cf@C��O
For. A 509'
A. TOMASSI ROOF TESTING, INC.
5451 NW 24 STREET
#3
MARGATE FL 33063
Cal Date: 16-Nov-18
Cal. Due Date: 16-Feb-19
Cal. Interval: 3 MONTHS
Received: IN TOLERANCE
Calibration Result: PASS
Environmental Conditions: 71 DEG F / 61 % RH
Performed By: ELIU
LAGO
Procedure: SYN55
Cal Location: ON -SITE
This Is to certify that the above listed Instrument meets or exceeds all specifications as stated In the referenced procedure at the points tested (unless otherwise noted). It has
been calibrated using measurement standards traceable to the National Institute of Standards and Technology (NIST), or to NIST accepted Intrinsic standards of measurement, or
derived by the ratio type of selfralibmtion techniques. This calibration Is in accordance with Kimball Electronic Laboratory, Inc Quality Assurance Manual. KELI's Quality system is
A21-A-Accredited to IS0IIEC-17025:2005 and compliant with MILSTD-45662A and ANSUNCSL Z540.3-2006. TURS when applicable are greater than or equal to 4:1: with expanded
uncertainty used to calculate the Test uncertaintyRatio, with a coverage factor of K=2 at ecordldence level of approximately 95%, unless otherwise noted.
Any number of factors may cause the calibration item to drift out of calibration before the recommended interval has expired.
Calibr U64,,R®marl sy-i "_" ' "
THIS UNIT WAS FOUND TO BE IN TOLERANCE AT THE TIME OF CALIBRATION
PERFORMED ROUTINE CAL. NO ADJUSTMENTS REQUIRED
Standards Us-ad,'To'Galibrate Equipmenf
Company I.D. Manufacturer Model/PN Description
KIM001 1209 OMEGA DP-2000S3 DIGITAL INDICATOR
KIM001 7613 OMEGA LCCA-2K FORCE GAGE
Serial Number Last Cal. Cal. Due Date
3300236 152Nov-.18 30-Nov-19
1471832 15Nov-18 30-Nov-19
Si natures.__ _ -- -
Technician: Quality Assurance: �•� �!
ELIU . .
-,—_ — �-
'`� ;Vr JAVIER
LAGO 16-Nov-18 3:13:44 PM BALCEIRO 16-14ov-18 3:14:07 PM
This report may not be reproduced, except in full, unless permission for the publication of an approved abstract Is obtained in writing from KELI Labs., Inc.
Kimball Electronic Laboratory, Inc. - 8081 W. 21st Lane - Hialeah, FL. 33016
Tel: 305-822-5792 - Toll Free: 800-393-1094 - Fax: 305-362-3125 - Web: www.kelilabs.com
y,___ _- :Date df issue 16=Nov-18'• - Rage tofM,
�1T
Forensic L,�gineering Consul -ants, Inc.
BASE SHEET ATTACHMENT CALCULATIONS
ProjectName--Residential Flat -Deck - Report No.: -ATRT-BS-19.013
Project Address 2405 Elizabeth Avenue
Ft. Pierce, FL
Deck Substrate
Wood
Non -Insulated
Mean Roof Height 10.0 Feet
Config
Category lion e
low SloneI
LE
COPY
f Area t
Roof Width
id
2.0
Exposure Condition
C
Width Feet
Building Type
Enclosed
Parapet Height 0.0 Feet
Base Wind Speed
170
mph
Corner Zones 3' x 3' Each
Slope V
0.0
Slope H 12.0
Slope Angle° 0.00
Uplift Pressures
qz =
0.00256 K, Kn Kd V2
P = q. (GCP - GCP;)
qZ K.
Kt
Kd
V
GCP GCP;
53.721 0.850
1.005
0.85
170
-1.00 0.18 Field
-1.80 0.18 Perimeter
-2.80 0.18 Corner
Field P1 A
-63.39 psf P1 asd -38.03 psf
Perimeter P2A
-106.37 psf P2asd -63.82 psf
Comer P3 eft.
-160.09 psf P3 asd -96.05 psf
le
Proposed System
Polyglass Modified Bitumen Roof Systems (HVHZ Appro
Product Approval No.
FL16717-R6 (Page 15 of 61) System No. W-50
System Design Pressure -52.5 psf
Fasteners
Approved Screws and Plates
Base Sheet Width
39 inches Side Lap 4 inches Net Width
Fastener Spacing in
Lap of Base Sheet 12 inches # Rows
Fastener Spacing in
Field of Base Sheet 12 inches # Rows
Min. Characteristic Resistance Force -51.04 Ibf
Fastener Spacing
No. of Rows of Fasteners
3
Field Fastener Spacing
16.56
Perimeter Fastener Spacing
9.87
Corner Fastener Spacing
6.56
{(MCRF/Pi) x 144j/Row Spacing
BASE SHEET ATTACHMENT PATTERN
Field
1 row in the laps at 12 inches o.c.
Perimeter
1 row in the laps at 12 inches o.c.
Corner
1 row in the laps at 8 inches o.c.
4
5
FEB 19 2019
Lucie County, Permitting
35 inches
1
2
6
22.09 27.61 33.13
13.16 16.45 19.74
8.75 10.93 13.12
2 rows in the center of the sheet at 12" o.c.
3 rows in the center of the sheet at 12" o.c.
3 rows in the center of the sheet at 8" o.c.
These calculations have been done in accordance with ASCE 7-10, based on the information provided by the
contractor. The roof system must be installed in accordance with the FBC & manufacturer's recommendations.
Ensure that roof system meets all life and fire safety requirements of the Florida Building Code, before installation.
Verify with Bldg. Dept. that this HVHZ approved roof system may be installed in a non
n--HVHZ area, before installing.
Sincerely ✓ G� L� \ R/�
Forens'c Engineering Consultants, Inc.
R. N. Sailappan, P.E.
Principal Engineer
Florida Registration No. 46696
Forensic Engineering Consultants, Inc. (CA #8265), P.O.Box 970034, Boca Raton, FL - 33497 Ph (561) 9018490 Fax (561) 218 3830