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REVISIONS
BEY.IO E By
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2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT
TO BUILDING STRUCTURE.
WOOD JAMB ATTACHMENT
BWlding MNMum Mlnlmum MtrEmlvn Matlmum Allowable
Structure FastenerTypeEmbedmeM D6Wr-dgo Spaclrg Spadngon r TLo
E OPENING 4Min P500 PSI
Ito 1/Taw%1'ODPwaslier 2" 2.50' 5.00' 22" 551 E
HEIGHT
MAXIMUM ON Southern Pine 1 118"OD washer 1.50" 1.50" 1.50" 24' 620
CENTER SPACING P B/8'La w/
S nice Plne Flr 1 1/8'OD washer 1.50" 1.50" 1.50" 19' 482
FIRST FASTENER 4"to 10" NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better.
ABOVE THE FLOOR
D OPENING
WIDTH D
_ 1;)"THICK — HT 5700 SERIES
2"THICK — HT 5200 SERIES
MODEL NUMBERS
24 GA MIN. EXTERIOR ALUMINUM SKIN
C CWITH OAT.�KEO—ON POLYESTER PAINT TOP MODEL NUMBERS AVAILABLE C
MIN. YIELD: 11 KSI
HT 5 10 SERIES
HT 5 12 SERIES `�� �p,��GEHdF•,AS
HT 5 14 SERIES NO 51737,�'•�
24 GA MIN. INTERIOR ALUMINUM SKIN HT 5 16 SERIES — '
WITH BAKED—ON POLYESTER PAINT TOP —
MIN.TYIELD: 17 KSI HT 5_70 SERIES * OF
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John E Scates, P.E.
2560 King Arthur Blvd. Ste 124-54
FIRE RATED POLYURETHANE FOAM IMPACT RESISTANT
Lewisville,
INSULATION FloridaPTexas 173756
FL#17430.4 Professional Engineer seal provided only for
RICID/FLEXIBLE PVC BOTTOM SEAL verification of wind load construction details.
DESCRIPTION'
a 9•l-.l 000 AI.UNRNOM SERIES
WRJD OAD SLCT10NAI,DOOR
A SECTION A-A 4SE-CT10S 5SECTIONS SEEM ONS 75EC7IONS I A O DESIGN PRESSURE+65.01-73.5 PSR A
STRUT CONFIGURATION DRAwtxaxa,WL-5000.0110-08-65-74HVHZ REV. n
Eta Etoauom DRAWN BY: MVS DATE DRAWN:2/6/15 REV.DATE:723/l9
mia"Id OiMOOEL(S): Sce Sheet 3 SHEEII:3 OF 3
1 2 3 4 5 6 7 8
2560 King Arthur Blvd Ste 124-54
Lewisville TX 75056
John E. Scates, Professional Engineer office (972)492-9500
July 23, 2019
Haas Door
Mark Schweitzer
320 Sycamore St.
Wauseon, OH 43567
Re: Evaluation for Pan and Sandwich series FL-17430
To Whom It May Concern:
At the request of Haas Door, I have reviewed the drawings and tests listed below. These tests
were conducted by Architectural Testing according to TAS 201/202/203-94 test procedures. The
pressures listed on the drawings are direct results of these tests or conservative engineering
rational analysis from the actdal tests, except that no extrapolation of impact pressures were
used. I have concluded that the construction shown on these drawings comply with the structural
requirements of the 6`" Edition (2017) Florida Building Code. I certify that I meet the
requirements of"independence" as detailed in Florida Statutes.
Testing included all aspects of the TAS process, including:
1. Static pressure testing
2. Impact and cyclic testing
3. Meeting the deflection recovery requirements
4. Meeting the forced entry requirement
Additional testing was performed:
1. The galvanizing + paint coating was subjected to salt spray testing for 1000 hours
against a G90 control sample. All paint coated samples were equivalent or superior
to bare G90.
2. The foamed plastic core of the sandwich door products were tested for flame
spread and smoke developed (per ASTM E84). The results for the foam plastic
were less than the required targets of 75 FSI and 450 SDI.
3. The foamed plastic core of the sandwich door products were tested per ASTM
D1929 for self-ignition temperature. The result was 870 F.
4. The steel and aluminum skins of the sandwich and pan doors were tensile tested
per ASTM E8.
FL 17430
Drawings
WL-0600-0110-08-65-65HVHZ RevE 9'-2" wide, +65.0/-65.0 PSF, Model HT 600 Series
WL-0600-0194-08-48-52HVHZ RevE 16'-2" wide, +48.0/-52.0 PSF, Model HT 600 Series
WL-0600-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model HT 600 Series
WL-2000-0110-08-65-74HVHZ RevD 9'-2" wide, +65.0/-73.5 PSF, Model 2000 Series
WL-2000-0194-08-48-52HVHZ RevD 16'-2" wide, +48.0/-52.0 PSF, Model 2000 Series
WL-2000-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model 2000 Series
WL-5000-0110-08-65-74HVHZ RevD 9'-2" wide, +65.0/-73.5 PSF, Model HT 5000 Series
WL-5000-0194-08-48-52HVHZ RevD 16'-2" wide, +48.0/-52.0 PSF, Model HT 5000 Series
WL-5000-0218-08-45-50HVHZ RevD 18'-2" wide, +45.0/-50.0 PSF, Model HT 5000 Series
Note: The drawing titles above are simply descriptive, and do not represent any limitation on
the sizes and pressures. Each drawing contains a table with the full sizes vs. psf ratings.
Test Reports
Test Reports
Steel Sandwich
Intertek/ATI E1289.01-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.02-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.03-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections)
Alum Sandwich
Intertek/ATI E1289.07-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.08-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.09-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections)
Steel Pan
Intertek/ATI E1289.04-550-18 TAS 201/202/203-94 9'-2" wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.05-550-18 TAS 201/202/203-94 16'-2" wide x 8'-0" tall (4-sections)
Intertek/ATI E1289.06-550-18 TAS 201/202/203-94 18'-2" wide x 8'-0" tall (4-sections)
@ 1701 Westfork Drive, Suite 106, Lithia Springs, GA
Intertek/ATI E1289.10-106-18 Salt Spray D714/ D1654/ D117
Intertek/ATI E1289.11-106-18 Tensile Test ASTM E8
Intertek/ATI E1289.12-106-18 Tensile Test ASTM E8
Intertek/ATI E1289.13-106-18 Tensile Test ASTM E8
Intertek/ATI E1289.14-106-18 Tensile Test ASTM E8
@ 130 Derry Court, York, PA
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FL 17430
CAI Laboratories# RJ5251F-1 ASTM E84 Flame-spread and Smoke-Developed
QAI Laboratories# RJ5251F-2 ASTM E84 Flame-spread and Smoke-Developed
OAl Laboratories# RJ5255F-1 ASTM D1929 Ignition Temperature of Plastics
@ 8385 White Oak Ave, Rancho Cucamonga, CA
All testing was performed in 2014, 2015 or 2017.
All test reports were signed/sealed by a Florida P.E.
Calculations
The tested jamb attachment was confirmed via calculations.
The Lag screws that secure the door to the wall (2x6 SYP wood) were checked against the
tested quantities. The calculated lag quantity (and track bracket quantity) did not exceed the
tested quantity.
The fasteners to attach the 2x6 to the building were computed. For attachment to a concrete
wall, the Tapcon+ fasteners limits were computed according to ACI 318 using data from ICC ES
ESR-3699. For attachment of the 2x6 to a wood wall, ANSI/AF&PA NDS was used for lag screw
computations into SYP and SPF wood substrates. Results were tabulated on Sheet 3 of each
drawing.
Installation
Anchorage Requirements:
The door drawings include means to attach the doors to the building structure as detailed
on Sheet 3 of each drawing using an added 2x6 to the face of the garage wall. The species
of the 2x6 wood must be Southern (Yellow) Pine, specific gravity of 0.55.
The direct mounting of door track on top of drywall or other non structural material is
outside of the scope of this wind load evaluation.
This Evaluation Report does not address design of the wall/jambs themselves. These
attachment drawings only illustrate common means to attach the 2x6 jambs to the wall.
Walls should be designed (by others) to withstand the loads imposed by door onto the
building.
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FL 17430
Model Description
In each family of doors, the weakest or thinnest skin product was tested to prove the
entire family line. Thus, all of these door model variations are approved for each family of
the drawings:
The HT 600, HT 700, HT 900, HT 2000, HT 800 family are steel polvurethane sandwich doors
These variations are included in this approval:
1-3/8" overall thickness: 610, 612, 614, 616, 632, 633, 660 (tested), 661, 663, 664,
670, 671, 672, 673, 674, 680, 681, 682, 690
1-3/8" overall thickness: 920, 921, 922, 930, 931, 932, 940, 941, 942, 950, 951, 952
w/5/8" thick overlays attached.
1-3/4" overall thickness: 710, 712, 714, 716, 732, 733, 760, 761, 763, 764,
770, 771, 772, 773, 774, 780, 781, 782, 790
2" overall thickness: 2010, 2012, 2014, 2016, 2032, 2033, 2060, 2061, 2063, 2064,
2070, 2071, 2072, 2073, 2074, 2080, 2081, 2082, 2090
3" overall thickness: 810, 812, 814, 816, 832, 833, 860, 861, 863, 864,
870, 871, 872, 873, 874, 880, 881, 882, 890
These are all steel sandwich doors with polyurethane core. The minimum thickness of the
steel skins is 26 gauge among these models.
The HT 5000 family are aluminum faced polyurethane sandwich doors
The various model numbers listed on the drawings are included in this approval:
1-3/8" overall thickness: 5610, 5612, 5614, 5616, 5670, 5680 (tested)
1-3/4" overall thickness: 5710, 5712, 5714, 5716, 5770, 5780
2" overall thickness: 5210, 5212, 5214, 5216, 5270, 5280
3" overall thickness: 5810, 5812, 5814, 5816, 5870, 5880
These are sandwich doors with aluminum skins, filled with polyurethane core. The minimum
thickness of the skins is 24 gauge among these models.
The PAN 2000 family of steel doors are Pan doors
These variations are included in this approval:
24 gauge: C2410, R2410, C2411, C2415, C2460, R2460, C2461, R2461,
C2471, R2471, C2472, R2472,
C2480 (tested), R2480, C2481, R2481, C2482, R2482
20 gauge: C2011, C2015
These steel pan doors have a minimum thickness of the skins of 24 gauge.
4
FL 17430
Limitations
The drawings cited above are an explicit part of this evaluation report. The text of this
report does not attempt to address all design details, but relies upon the illustrations and
text of these drawings and instructions as well.
Each door should be chosen based on the "psf requirement determined for a specific
installation or locale.
The maximum door width approved with this report is 18'-2".
The maximum door height approved with this report is 16' nominal.
The maximum door section height is 24" tall.
These doors are not available with glazing.
Door width may not exceed the tested door width. However, doors narrower than tested
width are allowed, but carry the same psf as the tested product and use the same
construction per section. Doors taller than the tested height are allowed up to 16' tall,
provided that no door section is taller than the tested 24" section height.
The horizontal track may be reinforced with an angle as needed to support the door
weight. The construction of the horizontal track, including the track thickness, is
determined by Haas Door and does not affect this windload evaluation.
The rated pressures may not be achieved unless the door is held closed during the wind
event. Both tracks must be engaged with a lock, or alternately an electric operator
attached to the door prior to the wind event.
These doors have been evaluated for use in the Florida High Velocity Hurricane Zone
(HVHZ).
0111111I/////S. �/
���`�:?c�"sF -�s'��ii
No. 51737 0
Ar
�O STATE OF
Digitally signed by John E':,Scates P.E.
0 •
Date:2019.07.24 09:51:48=05'00' _, /� •.FLORI�P'3 ��
John E.Scates, P.E. /II11I 1111
Florida PE#51737
The digitally-signed file is the original.Printed copies are not originals(just as copies of paper-signed documents are not originals).
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