HomeMy WebLinkAboutRevision; Evaluation Report (Exterior Doors - Rolling Overhead Doors Series 3100)Joseph H. Dixon, Jr. P.E.
Product Design Consultant Florida No. 7768 3952 Lake Mira Ct.
407-671-0169 Orlando, FL 32817
March 24, 2014
EVALUATION REPORT No.: ER-14-0001
Reference No.: 29018 32003_32041_34012
Product: Exterior Doors - Rolling Overhead Doors
Series 3100
Manufacturer: Janus hlternational Corporation
135 Janus International Blvd.
Temple, GA 30179-4435
Statement of Compliance:
The Rolling Doors Series 3100 described in this report were evaluated to be in compliance with
the 2010 Florida Building Code. The doors are, for the purpose intended, at least equivalent to
that required by the Code when manufactured and installed as described below.
Description of the Product:
All doors consist of a corrugated steel sheet curtain suspended from a drum roller. The curtain on
all models is suspended from a drum roller. Coiling around the drum raises the curtain. The sides
of the curtain are constrained from lateral movement along their vertical edges by steel guides
that are attached to the doorjambs. This constraint provides resistance to lateral wind forces.
Various guide configurations are used for the different door styles included in this report. The
lateral wind forces are transferred from the curtain to the guides and then through the attachment
elements to the doorjamb. The doorjambs are part of the main wind frame resisting system and
usually are constructed of steel, concrete, or concrete masonry units.
Series 3100 (Commercial Door)
Door curtains have a thickness of 26 gage (min. 0.017 in.) and are made of ASTM A653 structural
steel, grade 80, pre -painted, galvanized steel with a full coat of primer and baked siliconized
polyester finish coat The corrugated sheets are interlocked mechanically to form the curtain. Lap
splices are at approximately 20 inches on center vertically in the installed door. The co ti
height is approximately 5/8 inches and the corrugation pitch is 3.25 in. Style var � D FOR
door width, and wind load rating. Maximum door height is limited to 20'-0"dbbgj 1;0,1 s P L1AN 1
in detail on drawing T1004 Rev E, dated 2/28114.%!i 1 � �'
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Two complete tests were conducted on a IT-0" wide door. One test used the Option 1 Guide and
the other used the Option 2 Guide for attachment to the steel jamb. Maximum allowable design
wind pressures for door widths 8'-0' through I V-0" and I T-O" through 16'-0" were calculated using
a comparative analysis maintaining a constant catenary force on the guides. Doors widths less than
8'-0" may be used for the same design wind pressure as the 8'-0" wide door provided all other
requirements on drawing T1004 Rev E remain unchanged. Design wind pressures for door widths
of 8'-0" through 16'-0" are shown in Table 1 of this report. All doors shown on drawings T1004
Rev E have windlocks.
Drawings
The Door Series covered by this report is described in detail on the following
Janus International Corporation drawings:
Drawing T1004 Rev E:16'-0" wide max. by 20'-0" high max., shts 1 and 2 of 2, revised 02/28/14
Technical Documentation:
All testing was done at Certified Testing Laboratories, Orlando, Florida. The tests were
conducted following the procedures of ASTM E330, Structural Performance of Exterior
Windows, Curtain Walls, and Doors by Uniform Static Air Pressure Difference. The following
test reports, signed and sealed by R. Patel, P.E. cover the Series 3100 doors contained in this
report:
Test ReportNo.: CTLA-1024W, date: February 20, 2003, (Series 3100, T1004)
I T-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure
Test ReportNo.: CTLA-1194W, date: December 2, 2003, (Series 3100, T1004)
IT-0" wide x 8'-0" high, +36.0 / -41.0 psf design pressure, (Option 1 guide for steel)
Calculations prepared by Joseph H. Dixon, Jr. P.E.:
Series 3100, dwg. T1004, attachment of guide, Option 3, to 14 gage minimum steel jamb
thickness, 6 pages dated 6/18109, plus drawing JI-3 100 G I -2SP dated 040704, and
drawing JI-3100G1-2SN, dated 09/12/13
Series 3100, Rolling Sheet Door Test, Calibration Calculations, dated 02/09/14, 2 pages
Series 3100, dwg. T1004, rev E, Summary of Catenary Forces for alternative doors, Model
3100, 8'-0" to 16'-0" wide, dated 02/09/14
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TABLE 1
Allowable Transverse Design Wind Loads (psf)
Series
Max.
Door
Width
Max.
Door
Height
Drawing
Number
Design
Load
Positive
Design
Load
Negative
3100
< 8'-0"
20'-0"
T1004 E
77.4
86.4
3100
8'-0"
20'-0"
T1004 E
77.4
86.4
3100
9'-0"
20'-0"
T1004 E
61.3
68.9
3100
10'-0"
20'-0"
T1004 E
50.2
56.7
3100
20'-0"
TI�0r0�4� E
42.1
47.7
uu1�1,'-0"
���[£�.."",y
3100
13'-0"
20'-0"
T1004 E
31.3
35.8
3100
14'-0"
20'-0"
T1004 E
27.5
31.6
3100
IT-0"
20'-0"
T1004 E
24.5
28.1
3100
16'-0"
20'-0"
T1004 E
22.0
25.3
Design values used for the tests are shown in the boxed shaded values.
Maximum test load was 150% of design load.
Unshaded design wind loads were determined by comparative analyses using test results
Installation Requirements:
Installation requirements are described in the Janus International Corporation Installation
Instructions as follows:
• Series 3100: 8 pages, Commercial Door Installation Instructions Series 3100
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Limitations and Conditions of use:
The use of any door is limited to buildings for which the design wind loads for wall components
and cladding, determined in accordance with Section 1609 of the 2010 Florida Building Code, do
not exceed the rated design wind loads of the door as shown in Table 1.
The maximum width and height limitations are shown in Table 1.
Doors are to be assembled as shown on the appropriate drawing referenced above, and the doors
are to be installed in accordance with the installation instructions referenced above.
Door manufacturing is limited to those plants that have met the 2010 Florida Building Code
Product Approval quality assurance requirements.
The doors covered by this report are not for use in the Florida High -Velocity Hurricane Zone.
Certification of Independence:
I, Joseph H. Dixon, Jr., certify that I am self-employed and operate as an independent contractor
providing professional engineering services. I have no financial interest in nor will I acquire any
financial interest in any company manufacturing or distributing products for which evaluation or
validation reports have been issued by me.
Likewise, I have no financial interest in nor will I acquire any financial interest in any other entity
involved in the approval process of those products for which I have issued reports.
Joseph H. Dixon, Jr. P.E.
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