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Product Approval Menu>Product or Application Search>Application List>Application Detail
« FL# FL17430-R3
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Application Type Revision
Code Version 2014
Application Status Approved
Comments j
Archived
Product Manufacturer Haas Door Company
Address/Phone/Email 320 Sycamore St.
Wauseon, OH 43567 j
(419) 337-9900 Ext 243 j
mschweitzer@haasdoor.com
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Authorized Signature Mark Schweitzer
mschweitzer@haasdoor.com
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Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
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Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report- Hardcopy Received
Florida Engineer or Architect Name who developed John E. Scates
the Evaluation Report
Florida License PE-51737
Quality Assurance Entity Architectural Testing, Inc.
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Kurt Dietrich PE
Validation Checklist- Hardcopy Received
Certificate of Independence FL17430 R3 COI Cert of Ind Scates 2016 s.pdf
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Referenced Standard and Year(of Standard) Standard Year
TAS 201 1994:
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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https:/Avww.floridabuilding.orgfpr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5WBCPAKfQ6dT21NZhJ6r88Up/a2bLFa°/a2bGuQ%3d`/`3d 1/3
5/26/2017 Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 08/18/2016
Date Validated 08/22/2016
Date Pending FBC Approval 08/26/2016
Date Approved 10/13/2016
Summary of Products
FL# Model,Number or Name Description
17430.1 01. HT 600, 700, 2000&800 HT Series sectional sandwich type garage door 9'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R3 II WL!0600-0110-08-65-65HVHZ RevC s.ndf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Indeperident Third Party: Yes
Design Pressure: +65/-65 Evaluation Reports
Other: FL17430 R3 AE EvalReptHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.2 02. HT 600, 700, 2000&800 HT Series sectional Isandwich type garage door 16'2"
Limits-of Use Installation Instructions
Approved for use in HVHZ: Yes FL17430 R3 II WL-0600-0194-08-48-52HVHZ RevC s.odf
\ Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
/ Impact Resistant:Yes Created by Independent Third Party: Yes
p ' Design Pressure: -F48-.0r-52-.0-L --,-j- Evaluation Reports
i' Other: LFL17430 R3 AES EvalReptHVHZ ria s.pdf
Created by Independent Third Party: Yes
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17430.3 03. HT 600, 700, 2000&800 HT Series sectional sandwich type garage door 18'2"
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R3 II WL-0600-0218-08-45-50HVHZ RevB s.odf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.0/-50.0 Evaluation Reports
Other: FL17430 R3 AE EvalReptHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.4 04. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
9'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R3 II WL-5000-0110-08-65-74HVHZ RevB s.pdf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +65.0/-73.5 Evaluation Reports
Other: FL17430 R3 AE EvalReptHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.5 05. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
16'2"wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R3 II WL-5000-0194-08-48-52HVHZ RevB s.pdf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +48.0/-52.0 Evaluation Reports
Other: FL17430 R3 AE EvalReptHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.6 06. HT 5000 Series HT Series sectional Aluminum sandwich type garage door
18'2" wide
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17430 R3 IIS WL-5000-0218-08-45-SOHVHZ RevB s.pdf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +45.0/-50.0 Evaluation Reports
Other: FL17430 R3 AE EvalReptHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.7 07. PAN C2011, C2015, C2410, PAN Series sectional pan type garage door 9'2"wide
R2410, C2411, C2415, C2460,
R2460, C2461, R2461, C2471,
R2471, C2472, R2472, C2480, i
R2480, C2481, R2481, C2482, R2482
Limits of Use Installation Instructions
https://www.floridabuilding.orglpr/pr app dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQ6dT21NZhJ9r88U%2bLFa%2bGuQ%3d%3d 2/3
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1 2 3 4 5 6 7 8
REVISIONS
Rev.FOR n "=W= tole
A 4vs vvu
Maximum Door Width 16'-2' D Mvs enols
_ _______ NOTE: Track configuration above C � gyne
F Top Bracket _ the-door opening-does not affect' I--
DETAILA(sheet2of3) A the wind load rating of the door.
-k
s
STEEL END STILE
-- 16 Ga Galvanized Steel
Flag Bracket
Detail H(sheet 2 of 3)
E
Door Height --
8'-O"Shown 1.
See chart 3' 782'+/_3' J. Bracket
helow for other 3 T Detail F(sheet 2 of 3)
door heights
662'+/-3°
-- -- -- --
-- -- -- 382'+/-3"
D 1 C
B B 222+1-3°
Digitally signed by,John E.Scates,P.E.
Bottom Bracket End Hinge Strut R Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or Date:2016.08.17 22:00:20-05'00'
Dotal]C(sheet 2 of 3) Detail B(sheet 2 of 3) DetsIIE(sheet 2 of 3) Detall D(sheet 2 of 3) 4'+1-3- Lock Bars Detail J(sheet 2 of 3)
102'+/-3• X\\\\\I I I I III/&
This product has been tested per TAS202-94 for static air pressure. Jamb bracket quantities shown are for use with grade 2 or better southern \\\\ a�• sc
C This product has been tested per TAS201 203-94 for large missile impact and cyclic wind pressure. pine jambs.
P P / 9 P Y P \\ �, �GBNdF• tS //
Supporting structural element designs ore to be the responsibility of the professional
Model Number of record for the building or structure for the loads listed on this drawing. �e
HT_70 a 2_10 SERIES mb No.51737 \ y
HT 60&2 80 SERIES HT 70&2 70SEPJES HT 1282_12 SERIES Door NOtOf TOL31#Of Struts SWC Bal arkts/ NOTICE: *�
HT 6082_80 SERIES HT_61&2_61 SERIES HT_71&2_71 SERIES HT_14&214 SERIES Height Sections Configuration Side These drawings are.
HT_81&2_81 SERIES HT_03&2_83SERIES HT 72&2_72SERIES HT_16&2_16SERIES 6'-0' 3 3 5 supplement to the installation i,G; STATF OF
HT_82&2_82 SERIES HT_64&2_64 SERIES HT_73&2_73 SERIES HT 32&2_32SEFUES instructions for o standard
HT_908280 SERIES HT 900 SERIES HT_74&274 SERIES HT_33&233 SERIES 6'-tP 4 4 5 door ands only
covers from /�O� ORO
VT \?\�
NDoorWO,dthsths Desi n Pressures End Center Center Center Center Im ad 6'-3" 4 4 5 p y Rpp standard tloor installation. IfS+ Sf - Stiles SlIles Hin ss Stiles Hin es Stiles Hin es 591es Hln es Resistarlt 6'-6" 4 4 6 these specific procedures are �/ SON&-11• 48.0 52.0 Double 3 1 YES 6'-g" 4 4 SEE 6 not followed, the door may ///III 110
1'-11 48.0 •52.0 Double 4 2 YES T-0" 4 4 6 not perform as designed.
B -11 48.0 -52.0 Double 5 2 YES SHEET
T-3" 4 4 3CIF3 6 John E Scates, P.E.
s-11 48.0 52.0 Double 6 3 YES 7'-6" 4 4 7 3121 Fairgote Drive
s-r 48.0 52.0 Double 7 3 YES T-6• 5 5 7 Carrollton• Texas 75007
T-r 48.0 52.0 Double 3 1 YES T_g• 4 4 7 Florida P.E. J/ 51737
ir-rth.w-6, 48.0 -52.0 Double 5 2 YES T_g• 5 5 7 Professional Engineer seal provided only for
IMPACT RESISTANT verification of wind load construction details.
1s-revels-r 48.0 -52.0 Double 7 3 YES 8'•0" 4 4 7
s-3.0uu11-r 48.0 -52.0 Double 3 1 YES 8'-0" 5 5 7 This product has been evaluated for use in
11•-w• 14•-11 48.0 -52.0 Double 5 2 YES FL#17430.2 the High Velocity Hurricane Zone HVHZ
tsa•m ie-2, 48.0 -52.0 Double 7 3 YES Maximum section height is 24 in. 9 Y ( )•
sa eves-tt• 48.0 -52.0 Double 3 1 YES Maximum door height a v ft.h DESCRIPTION:
All doors, even those above the tested height, are 16'2'Ir'600,700,2000,8008900 SERIES
A 1V-0.0w 13'-r 48.0 -52.0 DOUble 5 2 YES ovOilable with jamb brackets or commercial full ' 1 ( HVIIZ WINO LOAD SECTIONAL DDOR
13'J•Ilw ts-r 48.0 52.0 Double 7 3 YES angle. The quantity and dimensional location of DESIGN PAESSURE+4SO'-520 PSf
This product is available in norrower sizes with the some PSF and constructed as shown. the jamb brackets/track clips and the jamb DRAWI8IIMU WI4:900IYAS43.2 M SHEET:IOF3 REV.C
12/1114 ar DRAWROT: MVS
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the mounting shown above should be maintained. yeDATE ORN:oma0n avtl
PSF required for any given site.
m c.opym mu MODEL(S): See Sbeet3
1 2 3 4 5 6 7 8
REVISIONS
-- - - -- --- - - - -- 2311 esv.mlo O e[seelrroII NII
—
ADJUSTABLE TO FIXTURE PUSH NUT 4 END HINGE A Mvs 'Es
12 Go � 7/16" 14 Go Galvanized Steel 0 Mvs wlats
_- -See"DETAIL K for push nut c Mvs mm�s _
F"" o o PUSH NUT 7/16" placement. ° ° TEK SCREW
See DETAIL K for push p 000 0 0 1/4" X 3/4" Hex Washer
nut placementP TEK SCREW IHead Self Drilling (4 per
�J 1/4" X 3/4" Hex Washer Head I Hinge)
TEK SCREW Self Drilling (2 per Bracket) 0 0
° 1/4" X 3/4" Hex Washer PUSH NUT 7/16"
Head Self Drilling (4 per LOW HEADROOM TOP O O See DETAIL K for push
Bracket) BRACKET nut placement
DETAIL A LOW HEADROOM DETAIL B
E TOP BRACKET I
-- - TEK-SCREW- --—— - - 3-172"x - -- - - - — -
1/4" X 3/4" Hex Washer Head 3n _ SI E imam
2— - _—- _ - - - _18-Go_70_Steel nimum -
Seif Driutng (3 per Bottom & 4 -INTERMEDIATE HINGE -- - - -
18 or 14 Go Galvanized Galvanized Steel
2 per Adjustable Inner Bottom JAMB BRACKET
Brackets) ° Steel _CJrr 12 Go Galvanized
BOTTOM BRACKET TEK SCREW Steel
q 13 Go Golvanized Steel °A 1/4" X 3/4" Hex Q a 114"- --
y ® Washer Head Self �n
ADJUSTABLE INNER 3 DETAIL K
BOTTOM BRACKET o o Drilling (4 per hinge) 2 0
t- PUSH NUT 7/16 BO4T20&XNSITB, There should be a
rD See DETAIL K for push NOTE: The location of / / space of 1/4" between
nut placement. the intermediate hinges TEK SCREW Carriage Bolt & the roller hub and the I
is indicated by the 1/4" X 3/4" Hex Washer 1/4-20 Hex Washer outside edge h the
BOTTOM SEAL Nut (i per Jomb roller holder which is
DETAIL C DETAIL D toggle lock dimples at DETAIL E Head Self Drilling (2 per DETAIL F Bracket) set b the push nut.
the top of each section. End & Intermediate Stiles) y
NOTE: Details on some views omitted
SLIDE LOCK (One On Each c:1.0omaw FLAG BRACKET for clarity.
Side of The Door) or o Double end stiles and end
D a �° LOCK BARS (see DETAIL J) O 1 hardware may be required on
wider or heavier doors.
C °a °° LL I SLIDE LOCK or LOCK BARS QQ BOLT (
Engages into the vertical `111�I�jl�/
track on each side of the5/16 X 1 5/8" Lag Bolt
door (4 per Flog Bracket). \\\
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY TEK SCREW `� �O,V�GBN+�•,�8 /�
For Standard, High & For Low Headroom With1/4" X 3/4" Hex Washer i, N0.51737
Vertical Lift With 3" Track 3" Track and Double ° Head Self Drilling (4 per Is
and Double End Stiles End Stiles DETAIL G Slide Lock) BOLT & NUT '*`
ALTERNATE BOTTOM BRACKETS %��
NOTE: The bottom bracket tested (shown in T & 1/4 X Sex Track Bolt �'. gTA�OF • `
DEAL L) is the lightest aDt & 1./4-20 Hex Washer Nut //�� Q*.�\��
bracket available. •.�COR1 Q \
B OUTSIDE (2 for Horizontal & 2 for / S
Vertical Track)
Jamb Load Jamb Load 4/- 390 lbs/fl loll HANDLE DETAIL H
Min. Min.
of 1" or 1"
John E Scates, P.E.
3121 Fairgote Drive
IMPACT RESISTANT Carrollton, Texas 75007
L—7" Florida P.E. # 51737
- Professional seal Engineer
I FL#174302 9 provided only for
BOLT VERTICAL TRACK - 2"N
&WA51�ER ROLLER verification of wind load construction details.
ominal LOCK BARS Engage .
5/16"x 1 5/8"Lag Bolt &2-O.O. x 7/16" 13 Go Galvanized Steel tested. WOOD JAMB into the vertical OESCNIPTION:
I.D. Flat Wo^.her 3"Nominal 13 Go is also track on each side (FOR DOUBLE HARDWARE) 16'2"IR60QT00,2000,8008900 SERIES
The vertical wood jamb
A NOTE: Jamb bracket must bei direct contact approved as on olternote. fasteners may be counter sunk of the door 2" Diameter Nominal �� C I NVt1Z WIND LOAD SECTIONAL DOOR /
with the 2x6 (No drywoll allowed). to provide a flat mounting Eleven Ball Nylon Or Ten
DESIGN PRESSURE 010Y-52.0 PSF
NOTE:A 6/E"minimal r O.D. Det washer (nal surface. See jamb attachment DETAIL J Boll Steel with a Minimum DRAWING f0-WLIXU00191MS-SEM SHIM.2OF3 REV.C
provided) is required for ogle moun.. details on sheet 3 for attaching
SECTION B-B Iambs to the structure. Alternate Lock Configuration Workable Shaft Length MIX—
Shown.
p11L IJI/14 ptuWN NT: MVS
Shown. —labcssn
0 C"PW MA MODEL(S): See Sheet3
1 2 3 4 5 6 7 8
-- --- - - -- - -- - -- - - -- — - - - -- - - - - ----
- REVISIORS- -
BEV.IMF n 6ESfilVn6Y 617!
FASTENER TO CONTINUE A Mvs vols
PAST HEADER 16111115
_p C I lMvSI -16
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT WOOD JAMB ATTACHMENT
o TO BUILDING STRUCTURE, o
Buildin Mhlnum MhlnEd,um Mlnlnum M631mum Allowable
SINCtUtO
Fastener Typo Embedment Dl3t—oSp..kV Sp.,ingr Tent d
o o Mln.2500 PSI to Tepcon i(PLUS) 2' 2.50" 5.00° 24° 551
4000 PSI Concrete 114"w/1"Ob washer
E OPENING
Southam-Pine 3/8'Lag w/ 1.50° 1.50' -1.50' 24° 620.
-HEIGHT--- -----'--- ----- --- -- -- _..._—.___ ----_-- ^1-1/8'OD washer- --------- _— - - ---- - - ---- --- - - ------ --
o o
-- - - -- -MAXIMUM ON- --- - - ---- -- - - -- - -- --SpNce Pihefir---1 118 OD washer -1:50°--1.50'--1:50'--24"---482- --- - - - - - - - - - -
CENTER SPACING
o
NOTE:2X6 mounted to the wall must be Southern Pine Grade 2 or better.
0
FIRST FASTENER 4'to 10'
ABOVE THE FLOOR
o
p L OPENING I I
WIDTH MODEL NUMBERS
1i"THICK - HT fioo SERIES MODEL NUMBERS AVAILABLE
1}"THICK - HT 700 SERIES
1 I` 2"THICK - HT 2000 SERIES HT_14&2_14 SERIES
I 3"THICK - HT 600 SERIES
HT-16&2 16SERIES
HT 32&232 SERIES
26 GA MIN. EXTERIOR DDS OR CS
STEEL SKIN WITH G40 MIN. HT_33&2_33 SERIES
C' GALVANIZED. BAKED-ON POLYESTER a'
PAINT TOP COAT. HT_10&2_10SERIES ��111111111///�
MIN.YIELD: 25 KSIs�T�
HT_12&2 12 SERIES
HT_60&2_60 SERIES ` �O,��ceNaF•.�d i�
26 GA MIN. INTERIOR CS STEEL SKIN HT_61&2_61 SERIES ;' No.51737 '1
WITH 040 MIN. GALVANIZED, BAKED-ON '
POLYESTER PAINT TOP COAT. HT 63&2_63 SERIES
MIN. YIELD: 35 KSI i.p:� STATE OF
HT 64&2 64 SERIES
HT_70&2_70 SERIES ���`,PLOR%OP�p\2N�
B TONGUE AND GROOVE JOINT. HT_71&2 71 SERIES
/V1i//s�ONi 'a��\ I
HT-72&2 72SERIES
— HT_73&2_73 SERIES John E Scates, P.E.
E: E3121 Fairgote Drive
FIRE RATED POLYURETHANE FOAM IMPACT RESISTANT Carrollton, Texas 75007
INSULATION HT_74&2_74 SERIES Florida P.E. # 51737
HT_$0&2_80 SERIES Professional Engineer seal provided only for
�
RIGID/FLEXIBLE PVC BOTTOM SEAL.
HT_81&2 81 SERIES- FL#17430.2 Verification of wind load construction details.
HT_82&2_82 SERIES _ DESCRIPTION:
_ 16'2"ITT 600,7110.2000,8008900 SERIFS
A NVtIZ WIND LOAD SECTIONAL DOOR
SECTION A-A 4 SECTIONS 5 SECTIONS 6 SECTIONS 76ECTIONS HT_90&2_90 SERIES I E 1 DESIGN PRESSURE i4S.04520 PSP
STRUT CONFIGURATION HT 900 SERIES
DRRWIRO N0:AL06110U1910B/&SIRVRZ I SHFET.J OF J REV.C
3303Raow4 ORERRY:11/1/14 URAYIRRY: MVS
versa ub.43567 See Sheet 3 11141 cyyyu 3me
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3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 1 fax(972)492-0077
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August 22, 2016
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Haas Door
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Mark Schweitzer
320 Sycamore St.
Wauseon, OH 43567
Re: Evaluation for Pan and Sandwich series FL 17430
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To Whom It May Concern:
At the request of Haas Door, I have reviewed the drawings and tests ilisted 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 actual 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 2010 and 5`h Edition (2014) Florida Building Code., li certify that I meet the
requirements of"independence" as detailed in Florida Statutes.
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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 I
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Additional testing was performed:
1. The galvanizing + paint coating was subjected to salt spay testing for 1000 hours
against a G90 control sample using ASTM B117-11 procedure with D714-02 and
D1654-08 as evaluation criterion. 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 resuIIts 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/E8M-13.
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Evaluation for Pan and Sandwich series FL 17430
Drawings
WL-0600-0110-08-65-65HVHZ RevC 9'-2"wide,+65.0/-65.0 PSF, Model HT 600 Series
WL-0600-0194-08-48-52HVHZ RevC 16'-2" wide,+48.0/-52.0 PSF, Model HT 600 Series
WL-0600-0218-08-45-50HVHZ RevB 18'-2" wide,+45.0/-50.0 PSF, Model HT 600 Series
WL-2000-0110-08-65-74HVHZ RevB 9'-2"wide,+65.0/-73.5 PSF, Model 2000 Series
WL-2000-0194-08-48-52HVHZ RevB 16'-2"wide,+48.0/-52.0 PSF' Model 2000 Series
WL-2000-0218-08-45-50HVHZ-RevB 18'-2" wide,+45.0/-50.0 PSF; Model 2000 Series
WL-5000-0110-08-65-74HVHZ RevB 9'-2"wide,+65.0%73.5 PSF, Model HT 5000 Series
WL-5000-0194-08-48-52HVHZ RevB 16'-2" wide,+48.0/-52.0 PSFI Model HT 5000 Series
WL-5000-0218-08-45-50HVHZ RevB 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.
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Test Reports j
Test Reports
Steel Sandwich
Intertek/ATI E1289.01-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.02-550-18 TAS 201/202/203-84 16'-2"wide x18'10"tall (4-sections)
Intertek/ATI E1289.03-550-18 TAS 201/202/203-84 18'-2"wide x18' 0"tall (4-sections)
Alum Sandwich
Intertek/ATI E1289.07-550-18 TAS 201/202/203-84 9'-2"wide x 8'-0"tall (4-sections)
Intertek/ATI E1289.08-550-18 TAS 201/202/203-84 16'-2"wide x:8'=0"tall (4-sections)
Intertek/ATI E1289.09-550-18 TAS 201/202/203-84 18'-2"wide x18'=0"tall (4-sections)'
Steel Pan
Intertek/ATI E1289.04-550-18 TAS 201/202/203-84 9'-2"wide x 8'-,0"tall (4-sections)
Intertek/ATI E1289.05-550-18 TAS 201/202/203-84 16'-2"wide x�'8'0"tall (4-sections)
Intertek/ATI E1289.06-550-18 TAS 201/202/203-84 18'-2"wide x 8'I 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-E8M-13
Intertek/ATI E1289.12-106-18 Tensile Test ASTM E8-E8M-13
Intertek/ATI E1289.13-106-18 Tensile Test ASTM E8-E8M-13
Intertek/ATI E1289.14-106-18 Tensile Test ASTM E8-E8M-13
@ 130 Derry Court,York, PA
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2
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Evaluation for Pan and Sandwich series FL 17430
QAI Laboratories#RJ3298-1 ASTM E84-14 X3 Flame-spread and Smoke-Developed
QAI Laboratories#RJ3298-2 ASTM D1929-13 Ignition Temperature of Plastics
@ 8385 White Oak Ave, Rancho Cucamonga, CA
i
All testing was performed in 2014 or 2015.
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 318-08 (and -11) appendix D
using data from ICC ES ESR-3699. For attachment of the 2x6 to a wood wall,ANSI/AF&PA NDS-05
(and -2012) was used for lag screw computations into SYP and SPF wood substrates. Results were
tabulated on Sheet 3 of each drawing.
Installation
Anchorage Requirements:
I
The door drawings include means to attach the doors to the building structure as detailed 'i
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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Evaluation for Pan and Sandwich series 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 polyurethane sandwich doors
These variations are included in this approval:
1-3/8"overall thickness: 610, 612, 614, 616, 623, 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
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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, 8 60
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.
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Evaluation for Pan and;Sandwich series FL 17430
Limitations
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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 i
The maximum door section height is 24"tall.
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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).
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No.51737
MAW
STATE OF :W
Digitally signed by�John E. Scates, P.E. %poi;;�ioRwP
Date:2016.08.22,09:25:59-05'00'
John E.Scates, P.E.
FL PE#51737
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