HURRICANE ENGINEERING & TESTING INC.

 

Computer Controlled Product Testing & Design

...Wind Load Analysis

 

A i r  a n d  W a t e r  I n f i l t r a t i o n  &

 

Uniform Static Air Pressure Test

 

Date: Nov. 30, 1998

 
 
 
 
 
 

REPORT NUMBER:

MANUFACTURER:

TEST LOCATION:

LAB. CERTIFICATION NUMBER:

PRODUCT:

PRODUCT DESCRIPTION:

PRODUCT SIZE:

MODEL:

DESIGN LOADS (psf):

DRAWING NUMBER:

HETI-95-1046

Alutech Corporation

8548 N.W. 64th Street Miami, FL 33166

Hurricane Engineering & Testing Inc. 

8532 N.W. 64th Street Miami, FL. 33166

95-0118.02

Entry Door

Aluminum w/rigid foam core (Ref. Tensile Test Report # HETI-95-T112)

36"w x 84"h

Series 200I Aluminum

+95, -95

A95214, Alutech Corp. 12/13/95

NOTE:

HETI stamped drawing is an integral part of this report.

TEST WITNESSEED BY:

WITNESSING ENGINEER:

INSTALLATION DETAIL:

Dr. Waker Ali (HETI)

Mr. Leornardo Savini E.I.T. (HETI) Mr. Terry C. Agee E.I.T. (HETI) Mr. Adolfo Perez (ALUTECH)

Mr. Hector M. Medina, P.E. (HETI) 8532 N.W. 64th Street, Miami FL. 33166, Phone: 305-597-5590 Fax:

The aluminum frame (0.112" thick, 5-13/16"w) was anchored to the wood jamb on each side with five 1/4"x 4" Tapcons at 18" o.c.. The out-swinging door was reinforced with a rigid foam core. Three 4-1/2"x4-1/2" full template steel hinges (spaced at 32" o.c.) were used to attach the door to the frame. The hinges were bolted to the door and frame with four 12-24 F.H. machine screws. A cylindrical lever lock was installed at the midspan of the door and a bulb (*) threshold with a bumper was also installed.

WEATHERSTRIPPING / SEALANTS:

Description

Quantity

Location

1/2" Bulb vinyl

Single

Around the inside perimeter of the frame

TEST RESULTS

This door was initially opened and closed five times with an operating force of 5 lbs.

AIR INFILTRATION TEST RESULTS

Test Pressure Differences (psf)

1.57

Air Flow Through Chamber (cfm)

7.2

Total Air Flow (cfm)

7.4

Specimen Air Leakage (cfm)

0.2

Operable Crack Length (ft)

19.5

Air Leakage Rate (ft3/min-ft)

0.01026

OBSERVATION:

The Air Infiltration Test was conducted as per ASTM  E-283-91.  The equipment used to measure the flow rate was calibrated with equipment which meets NIST specification.  The flow meter was temperature compensated and also meets MIL-STD-45662A.  The flow rate was computed using standard air velocity corresponding to 70oF and 14.7 psia.  The air leakage did not exceed the 6.63 cfm limit which pertains to 19.5 ft of operable crack length. (Allowable leakage= 0.34 cfm/ft. of operating crack length).

(*) This threshold consisted of a 1/2"x1/2" channel bar across the width of the door, which prevented the water leaking thru the bottom of the door from spilling over the sill.

UNIFORM STATIC AIR PRESSURE TEST RESULTS

 

Load  (psf)

Deflection (in)

     Set       (in)

Recovery (%)

Duration (sec)

1/2 Test Load

+72

0.69

0.11

84.0

30

Design Load

+95

1.04

0.02

98

30

1/2 Test Load

-72

0.29

0.03

94.4

30

Design Load

-95

0.41

0.01

98.4

30

OBSERVATION:

The test was performed in accordance with ASTM E 330-90. There was no visible structural damage at the conclusion of the test and the unit recovered better than the minimum of 80%.

WATER INFILTRATION TEST

Test Pressure (psf)

+14.0

Test Duration, One Cycle (main)

15.0

Water Leakage

none

OBSERVATION:

The Water Infiltration Test was conducted in accordance with ASTM E-331-86. A uniform water spray was applied to the exterior surface of the door at a rate of 5.0 gal/ft2/hr  for one cycle at a duration of 15 minutes.  The sample was tested separately at +9.75 psf and +11.5 psf. There was no water leakage or structural damage to the door at the conclusion of each 15.0 minute cycle.

UNIFORM STATIC AIR PRESSURE TEST RESULTS

 

Load  (psf)

Deflection (in)

     Set       (in)

Recovery (%)

Duration (sec)

1/2 Test Load

+143

0.86

0.06

93

30

Test Load

-143

0.65

0.01

98

30

OBSERVATION:

The test was performed in accordance with ASTM E 330-90. There was no visible structural damage at the conclusion of the test.

CONCLUSION:

The sample was tested in compliance with Dade County protocol PA 202-94.  There was no structural damage to the door at the conclusion of the test.

This test was conducted by Hurricane Engineering & Testing, Inc.

Visit us at  Http://www.hurricanetesting.com