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' * FL* ,F=117430 R-3 -
Application Type Revision
Code Version 2014
Application Status Approved
Comments FILE
�ry ���
Archived g p�
Product Manufacturer Haas Door Company
Address/Phone/Email 320 Sycamore St.
Wauseon,OH 43567
(419) 337-9900 Ext 243
mschweitzer@haasdoor.com
Authorized Signature Mark Schweitzer
mschweitzer@haasdoor.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category r Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
i Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the John E.Scates
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
✓i Validation Checklist-Hardcopy Received
Certificate of Independence FL17430 R3 COI Cert of Ind Scates 2016 s.odf
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
https://www.floddabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQ6dT21NZhJ9r88U°/`2bLFa`/`2bGuQ`/o3d`/`3d 1/3
6/30/2017 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.odf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure: +65/-65 Evaluation Reports
Other: FL17430 R3 AE EvalReotHVHZ ria s.odf
Created by Independent Third Party:Yes
12430.2_ 02. HT 600,700, 2000&800 HT Series sectional sandwich type garage door 16'2"
......_._._..—..._..._. .-......-...........-_...--._—._...--
Limits of Use Installation Instructions
Approved for use in Approved for use outside H `Vey fled By`:Joh i HZ:Yes L Scates5173078Y48-52HVHZ RevC s.odf
Impact Resistant:Yes Created b Independent Third PartYes
Design Pressure:-+48 0/-52:0 "- Evaluation Reports
Other: tFL1.7_430—R3--AE—EvalReotHVHZ r3a—s.odf x
Created by Independent Third Party:Yes
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.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 EvalReotHVHZ r3a s.odf
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.odf
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 EvalReotHVHZ r3a s.odf
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.odf
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 EvalReotHVHZ r3a s.odf
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 II WL-5000-0218-08-45-50HVHZ 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 EvalReotHVHZ r3a s.pdf
Created by Independent Third Party: Yes
17430.7 07. PAN C2011,C2015, C2410, PAN Series sectional pan type garage door 97"wide
R2410, C2411, C2415,C2460,
R2460, C2461, R2461,C2471,
R2471, C2472, R2472,C2480,
R2480, C2481, R2481,C2482,
R2482
Limits of Use Installation Instructions
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6G5OyBCPAKfQ6dT21NZhJ9r88U%2bLFa%2bGuQ%3d%3d 2/3
1 2 3 4 5 6 7 8
flEVISIONS
aev.wse n neseemwx ante
A n17 vs e
Maximum Door Width 16'-2" v I lmvslEta is
F Bracket tNOTE:doorrack open ng f doesh�ot affect on above C ntvs Wsn6
[DETAI'L'AP(sheet2of3) A the wind load rating of the door.
..C
It
DOUBLE STEEL END STILE
-- 16 Ga Galvanized Steel
Flag Bracket
Detail H(sheet 2 of 3)
E e r :
Door Height
8'-0"Shown 1"+
See chart
below for other $ m `�z !"3° 78?"+/-3" -Jamb Bracket
Detail F(sheet 2 of 3)
door heights
-- -- -- -- -- -- -- 38�'+/-3"
D T ^ d �If [
B B 222"+1-3"
- - Digitally signed by John E.Scates,P.E.
Bottom Bracket End Hinge Strut&Strut Attachment Intermediate Hinge A Slide Lock Shown Detail G or Date:2016.08.17 22:00:20-05'00'
Detail C(sheet 2 of 3) Detail B(sheet 2 of 3) Detail E(sheet 2 of 3) Detail D(sheet 2 of 3) 4"+/_3' Lock Bars Detail J(sheet 2 of 3)
101"+/-3" \011,
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
C This product has been tested per TAS201 203-94 for large missile impact and cyclic wind pressure. pine jambs. \\ ��•'• 'C' //
\ O, EGENdF•.{� //
Supporting structural element designs are to be the responsibility of the professional \ �• �' �
Model Number of record for the building or structure for the loads listed on this drawing. •••� i
trr_7oaz_losewEs No.51737 a
HT_6082_60 SERIES HT 7082_70 SERIES HT_1282_12 SERIES Door
Total Strut Jamb _ i
No of Total#of Struts Brkts/
HT 8082 BD SERIES HT_6182_61 SERIES HT_7182_71SERIES HT_7482_14 SERIES Height Configuration NOTICE:owin s ore o
HT_8182-81 SERIES HT_8382_63 SERIES HT 7282_72 SERIES HT 1882_16 SERIES Sections Side 9
supplement to the installation i
HT_8282_82 SERIES HT_8482_64 SERIES HT_7382_73 SERIES HT 3282_32 SERIES 6'-0" 3 3 5 instructions for o standard
HT_9082_90 SERIES HT 900 SERIES HT_7482_74 SERIES HT_3382_33 SERIES 6'-0" 4 4 5 door and only covers those /p0•. P• 2
// •• �R��.••aQ\\\ '
Door Widths Design Pressures srocedures End Canter Center Center Center Impact 6'-3" 4 4 5 standard door instathat varllfrom
installation. If
Up To + sf - s Stiles Stiles Hin es Stiles Hin es Stiles Hin es Stiles Hin es Resistant 6'-6" 4 4 8 these specific procedures are
9'-wtn.w-i t• 48.0 -52.0 Double 3 1 YES 6'-g" 4 4 SEE 6 not followed, the door may
taa•thm tt•-tt 48.0 -52.0 Doubla 4 2 YES 7'-0" 4 4 6 not perform as designed.
B tr-o•th.13'nt 48.0 -52.0 Double 5 2 YES SHEET !
7-3" 4 430F3 6 John E Scates, P.E.
taw•thrals',tt 46.0 -52.0 Double 6 3 YES p_g" 4 4 7 3121 Fairgate Drive
tc-0•thratc-r 48.0 -52.0 Double 7 3 YES 7'_6• 5 5 7 Carrollton, Texas 75007
B'-rm 11'-r 48.0 -52.0 Double - 3 1 YES Florida P.E. // 51737
7-9" 4 4 7 Professional Engineer seal provided only for
tt'•3•Dw t4- 48.0 -52.0 Double 5 2 YES 7'-g"g" 5 5 7 IMPACT RESISTANT verification of wind load construction details.
is,-ruwtc'-2-r 48.0 -52.0 Double 7 3 YES g'_p^ 4 4 7
e••3•th.tl'•2• 48.0 -52.0 Double 3 1 YES g'-0" 1 5 5 7 This product has been evaluated for use in
11*•3•Wu14'-tt 48.0 -52.0 Double 5 2 YES Fl-#17430.2 the High Velocity Hurricane Zone HVHZ
1341•thm 1B-r 48.0 -52.0 Double Maximum section Height is 2f in. 9 Y ( )�
/ 7 3 YES Maximum door height is 16 ft. DESCRIPTION
:
T-3-thN s'-11• 48.0 -52.0 Double 3 1 YES Is z^1117 600,700,2000,Sia a Soo SERIES
All doors, even those above the tested height, are
A 1a'-0^Wu 13'-r 48.0 -52.0 Double 5 2 YES available with jamb brackets or commercial full ® ' 1 ' HVHZ WIND LOAD SECTIONAL DOOR
13'3"th.16'-r 48.0 -52.0 Double 7 3 YE$ angle. The quantity and dimensional location of DESIGN PRESSURE+49.01-32 -0 PSF /
This product is available in narrower sizes with the same PSF and constructed as shown. the jamb brackets/track clips and the jamb OtU1WIe0Nu wL460611im z4&57AW¢I SHEET:IOF3 REV. C
mounting shown above should be maintained, sn sr- DATE DAN:12/1114 1 DRAWN BY: MVS
This product is designed and sold by PSF. The AHJ or Engineer of Record is responsible for determining the W®nq 01h eetel
PSF required for any given site. 41 cey dneme MODEL(S): See Sheet3
1 2 3 4 5 6 7 6.
A
REVISIONS
2JP IlMZONE n 1 IEMPTION an
ADJUSTABLE TO FIXTURE PUSH NUT 4 END HINGE A etvs JS 15
12 Go 7/16" 14 Go Galvanized Steel B Mvs slats
F o o See TAIL K for push nut C mvs smn6
PUSH NUT 7/16" *BRACKET
placement. TEK SCREW
See DETAIL K for push o®0 0 0 1/4" X 3/4" Hex Washer
nut placement 7EK SCREW Head Self Drilling (4 per
1/4" X 3/a" Hex Washer Head Hinge)
TEK SCREW Self Drilling (2 per Bracket) 0 0 0 0° 1/4" X 3/4" Hex Washer PUSH NUT 7/16"
Head Self Drilling (4 perLOW HEADROOM TOP O O See DETAIL K for push
Bracket) nut placement
DETAIL A LOW HEADROOM DETAIL B
E TOP BRACKET
TEK SCREW
1/4" X 3/4" Hex Washer Head 3n 3 1/2" x SI E STRUT
Self Drilling .3 2 18 an ed KSI Minimum
( per Bottom & 4 INTERMEDIATE HINGE
2 per Adjustable Inner Bottom 18 or 14 Go Galvanized G0lvonized Steel JAMB BRACKET
-T
Brackets) ° Steel 5^ 12 Go Galvanized
BOTTOM BRACKET TEK SCREW �� Steel
p 13 Go Galvanized Steel °® 1/4" X 3/4" Hex Q o 1/4rr—
y ® Washer Head Self 1n
ADJUSTABLE INNER 3 DETAIL K
® BOTTOM BRACKET o o Drilling (4 per Hinge} 2 0
--- -- PUSH NUT 7/16" BOLT & NUT There should be a
D See DETAIL K for ush NOTE: The location of 1/4-20 x 5/8" space of 1/4" between
p Carriage Bolt & the roller hub and the
nut placement. the intermediate (Tinges TEK SCREW 1/4-20 Hex Washer outside edge of the
is indicated by the 1/4" X 3/a" Hex Washer g
BOTTOM SEAL Nut (1 per Jamb roller holder which is
DETAIL C DETAIL D toggle lack dimples ti DETAIL E Head Self Drilling (2 per DETAIL F Bracket) set by the push nut.
the tap of each section. End & Intermediate Stiles)
NOTE: Details on some views omitted
SLIDE LOCK (One On Each o0 000 FLAG BRACKET for clarity.
° Side of The Door) or o Double end stiles and end
a o a LOCK BARS (see DETAIL J) 0 hardware may be required on
a
wider or heavier doors.
°
C o ° SLIDE LOCK or LOCK BARS 00 t
° BOLT
Engages into the vertical
�, °° ° ° track on each side of the 5/16 X 1 5/8" Lag Bolt
° uta door (4 per Flag Bracket). �:\N`rl, S T� /'
COMMERCIAL HEAVY DUTY COMMERCIAL HEAVY DUTY
For Standard, High & For Low Headroom With TEK SCREW
9 1/4" X 3/4" Hex Washer � i, No.51737
Vertical Lift With 3" Track 3" Track and Double ° Head Self Drilling (4 per r
and Double End Stiles End Stiles Slide Lock) *
BRACKETS DETAIL G BOLT & NUT =*' of
ALTERNATE BOTTOM
\
NOTE: The bottom bracket tested (shown in DETAIL lightest O�AIL C) is the li 1/4-20 X 5/8" Track Bolt �4,A, 0
� i�
bracket available, 9 & 1/4-20 Hex Washer Nut /�
B OUTSIDE (2 for Horizontal & 2 for
HANDLE DETAIL H Vertical Track)
Jamb Load Jamb Load = +/- 390 lbs/ft toll 11111f(
Min. Min.
Of t" of 1"
John E Scales, P.E.
3121 Fairgote Drive
L~7r— I IMPACT RESISTANT Carrollton, Texas 75007
J Florida P.E. # 51737
n Professional Engineer seal provided only for
ROLLER
FL#17430.2 verification of wind load construction details.
BOLT&WASHER VERTICAL TRACK - 2"Nominal LOCK BARS Engage DESCRIPTION:
5/16"X 1 5/8"Lag Bolt&-2".0.0. x 7/16" 13 Ga Galvanized Steel tested. WOOD JAMB into the vertical FOR DOUBLE HARDWARE
I.D. Flat Washer 3"Nominal 13 Go is°Iso The vertical wood jamb track on each side ( ) _ 16-2.Irr 600,700,2000,S00&900 SERIES
NOTE: Jamb bracket must be in direct contact approved as on alternate. of the door 2" Diameter Nominal HVElZ WIND LOAD SECTIONAL DOOR
/� fasteners may be counter sunk { I I /
with lho 2.6 (No drywall allowed). P7 to provide.a flat mounting Eleven Ball Nylon Or Ten DESIGN PRESSURE-48.01-510 PSF
No
A 5/8"minimal O.D. flat washer(not surface. See jamb attachment DETAIL J BGI Steel With a Minimum DRIIWISO NU WL06a001910N&37AVEL 6NEEP.20F3 NEV.C
provided) is required for angle mount. details on sheet 3 for attaching
jambs to the structure. Alternate Lock Configuration Workable Shaft Length Msr- DATE NNN:12/1/14 DRAWN NT: MVS
SECTION B-B Shown. ■.®,..b=
mcW%H M4 MODEL(S): See Sheet
1 2 3 4 5 6 7 8
REVISIONS
Bn.rmu I T �Tcaono6 Un
FASTENER TO CONTINUE A MvS JI firI0,1
PASTHEADER B MYS 0116
le o (,' MVS 8!9116
F I
o
2 X 6 GRADE 2 OR BETTER SOUTHERN
PINE JAMBS.
SEE CHART FOR WOOD JAMB ATTACHMENT WOOD JAMB ATTACHMENT
o TO BUILDING STRUCTURE.
BUildin MhYnum MYIYnum MhYnum Marinrm Albwa6b
BuIldi TO Fastener Type gmpeamenl Edge Ce mr on Centar Tana6n
Dist— SpackV Spachp Load
0 0 400p SII Concrete 114'W111*02500 PSI to 0Pwasher LUS 2' 2.50' 5.00' 24' 551
E OPENING Southern Pine 318'Lag w1 1.50' 1.50' 1.50' 24' 620
HEIGHT 1 118*OD washer
o
MAXIMUM ON
Spruce Pine FU 1 1/B16'3Lagwashw!er 11.50' .50' 1.50' 24' 482
'OD
CENTER SPACING
0
NOTE:2X8 mounted to the wall must he Southern Pine Grade 2 or better.
FIRST FASTENER 4*to 10'
ABOVE THE FLOOR
o
D I OPENING I [
WIDTH MODEL NUMBERS
1a'THICK — HT 600 SERIES MODEL NUMBERS AVAILABLE
13-THICK – HT 700 SERIES
'I I` 2-THICK — HT 2000 SERIES HT-14.&2_14 SERIES
I I 3-THICK — HT 800 SERIES
HT 16&2_16 SERIES
HT 32&2_32 SERIES
26 GA MIN.WITH
DDS OR CS HT 33&2_33 SERIES
STEEL SKIN WITH G40 MIN.
C' GALVANIZED, BAKED–ON POLYESTER 49 4 I
PAINT TOP COAT, HT-10&2 10SERIES ���111111111///
MIN.YIELD: 25 KSI HT 12&2 12SERIES �,� :
HT_60&2 60SERIES `� �O;��ceNa�•.�8 i�
HT 61&2 61 SERIES No.51737 s
26 GA MIN. INTERIOR CS STEEL SKIN — _
WITH G40 MIN. GALVANIZED, BAKED—ON t
POLYESTER PANT TOP COAT. HT 63&2_63 SERIES * i'
LAIN. YIELD: 35 KSI �.0.a STATE OF :aI\
HT 64&2_64 SERIES i� �
HT_70&2_70 SERIES �/��` ••�LOR�Q�%'p�2�
B TONGUE AND GROOVE JOINT. HT_71&2_71 SERIES
HT_72&2_72 SERIES
1 HT_73&2_73 SERIES Jahn E Scutes, P.E.
IFIRE RATED NSULATION POLYURETHANE FOAM HT_74&2 74 SERIES Te Drive
IMPACT RESISTANT Carrollton,Corr1Fai, ote D 75007
Florida P.E. # 51737
HT_80&2 80 SERIES Professional Engineer seal provided only for
HT 81&2_81 SERIES FL#17430.2 verification of wind load construction details.DESCRIPTION:
®�
RIGID/FLEXIBLE PVC BOTTOM SEAL.
HT_82&2_82 SERIES _ ler ITT 600,700,2000,900&900 SERIES
HVIIZ WIND LOAD SECTIONAL DOOR
A SECTION A-A 4SECTIONS 5SECTIONS 6SECTION9 76ECTIONS HT 90&2 90 SERIES I S DESIGN PRESSURE+48.04510 IF
— —
STRUT CONFIGURATION HT 900 SERIES
DRAxnea No:1Nw6oa01sw94a•smv>¢I 9REEr.i OF 3 FUV. c
dye., DATE OSS:1211/14 1 DRAWS ST: MVS
Me,M4
MODEL(S): SeeSheel3
3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 I fax(972)492-0077
August 22, 2016
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 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 51h Edition (2014) 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 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 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/E8M-13.
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 PSF, 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.
Test Reports
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 x 8'-0"tall (4-sections)
Intertek/ATI E1289.03-550-18 TAS 201/202/203-84 18'-2"wide x 8'-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 x 8'-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'-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
2
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
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:
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.
3
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
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,C2415,02460, R2460, C2461, R2461,
C2471, 112471, C2472, 112472,
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
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).
No.51737
.a
y�0�, STATE OF �
Digitally signed by,John E. Scates, P.E. �o,�:•;FtoR�gP ate'
Date:2016.08.22,09:25:59-05 00 NAL
John E.Scates, P.E. /11111111
FL PE#51737
5