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FL# FL16660-116
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived
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
i
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
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
s Validation Checklist- Hardcopy Received
Certificate of Independence FL16660 R6 COI Cert of Indi Scates s.Ddf
Referenced Standard and Year(of Standard) Standard Year
ANSI/DASMA 108 2012
ANSI/DASMA 115 2012
Equivalence of Product Standards
Certified By
Sections from the Code
i
https:/Avww.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4zp/p2fE8EmDgQZ9sFKfxB%2bhScMputwA%3d`/o3d 1/5
6/21/2017 Florida Building Code Online
R2482, C2511, R2560, R2561,
R2571, R2572, R2580, R2581, R2582
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-2000-0194-37-42-RevC s.Ddf
Approved for use outside HVHZ:Yes Verified By: John E, Scates 51737
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: +37.4/-41.7 Evaluation Reports
Other: FL16660 R6 AE EvalRept r6a s.pdf
Created by Independent Third Party: Yes
16660.19 19. HT 600, 700, 2000, 800, &900 HT Series sectional'sandwich type garage door 97'wide
Series
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II WL-0600-0110-08-21-24L-Rev D s.pdf
Approved for use outside HVHZ:Yes Verified By: John E: Scates 51737
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +21.3/-24.1 Evaluation Reports
Other:Glazing is an available option for the 600, 700, 2000 FL16660 R6 AE EvalRept r6a s.Ddf
&800 Series product only but it does not meet the impact Created by Independent Third Party: Yes
resistant requirement for windborne debris regions. Glazing
is not>ay n avai`ble option for the 900 Series product.
16660.20 20. HT600 700, 2000, 800, &900 HT Series(sectional sandwich type garage door 16'2"wide
Series
-Limits of Use Installation Instructions
Approved for use in HVHZ: No FL16660 R6 II W.I_-0600-0194-08-37-42-RevCs,ndf
Approved for use outside HVHZ:Yes Verified By: John E. Scates 51737
Impact Resistant jYes Created by Independent Third Party: Yes
Design Pressure: +3j-4 -41.7 ' Evaluation e S
Other: `FLl 0'R6 AE EvaLRepr6a s.Ddf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:i 850-487-1824
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a'public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a
personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter
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https://www.floridabuilding.orglpr/pr appdtl.aspx?param=wGEVXQwtDgsHepng4%2fS6e4gonT4z%2fE8EmDgQZ9sFKfxB%2bhScMputwA°/g3d°/g3d 5/5
_......_..__................._.............._..._..._................................._..........._.._..................._.......................................__..__....................._..........._.............................................................._......._..._._.........._...................._!........_..._............................. ...........................................,.._.............................__..._......................._..._._....-.................................._._.....__...._._..._............_.........................f...................... ._........................._..........-.............._.......,
� 1 � 2 � 3 � 4 � 5 6 � 7 ; $ I
NGIE: track Corfigurotior: above
Door Width 16'-2"Shown the dao, ap,eninq does not oftect [
See chart below for other --------—___.. __ v,a n at ;
i
t a +.n r Inn r• ne tlnor
i F j 1door widths r
r-._.....Top Bracket
! ! !DETAILA(sheet 2 of 3) ! --Fla Bracket
�Detai'H(sheet 2of3j I
............
----"——._...._._................-'-'--.._.._.__.._._..-_..___— -'—-...---._._._.__..
- ---'
--
---_-- _ - 1. il
SINGLESTEELENDSTILE 16 Ga Galvanized Steel i I
-_.-............__._—.—•ice__ .......---'---- ---- -._._.... .----' '— ,.a ;i
j I
iiTv- Gi I[
Jamb Bracket
- ----_ �jV�j
F(sheet2 3). r-Slide Lock or Lock Bars ! � `i; tail of I
!
Door Height
Detail G(sheet 2 of 3)
- i
8 O Shown
^ - _ L,
l a r
—,r. =3 sr
r,•.! Oie^ar•i':;iarra!Odr d aiSo.inO3t'0!_—
i. _.........__..._.._....__.._......_......—......_.. _ _ _.__..._...__...... ......... — ..__ !e
r„a
ro
:n'rss on a.tornai;
I
See chart
below for.other
`i
i I
662"+/-3"
door heights
543"+1-3" ! r f
i
t 382" 3" " ,
i
— Tt'
221
I
1
-Bottom Bracket End Hinge Strut&Strut Attachment -- Intermediate Hinge 4"+/-3"-J
I
Detail C(shed 2 of 3) Detail-8(shed 2 of 3) Detail E(sheet 2 of 3) Detail.D(sheet 2 of 3) 102"+/_3"
Tn!s p:,doct hos beer. e,•:!u:ae•• r ANSI/I)ASMA :iia �:^.0 -12; fo, ^;Lotic .n. L_>.;:e. ^-:i; c.ror. 2.t .,:r.:n!:ieS charm nre 'or ui a r...n grade 2 nr b..,._. .....:fhcrn t
' F -Yis prod.0. h(.> evtlon.ea pe. 1N�I tedq•, •onC �,� Ur Irr.
and cyclic :�.;nri A°:iurvepc-;-::g,..
. �IeT- is c-•, It E.i�ne� _ '
G >I.v.
\\1 11 1
'SC
i .....-- E: py�GENaF'',r ! ' j;
60&26OSERIESj DiNOT1C
HT 61&2 61 SERIESI lt:ese dra:uir. : ar;; a •.anr rp q;+ ,
' Height Sections of Struts Brkts/Side�. '9' .0?p!'-'
I - - 6'-0' - 3 5 -5 I ,rstcilat:o,t instruct:ons'for c stondar0 ` :
_i HT 63&2_63 SERIES rbo, raid only coven, these prccedwres N0,51737 :• = J
i HT 64&264 SERIES I ____6'-0' 4 j 6 --5 that vary fro,n s:ardcrd door instC11Ot cn.
j ' 6'.T.. 4 i-6 5 if these specific ,^.rxedar:> o,e act *i •.
!HT 70&2 70SERIESHT 10&2 10 SERIES: -_____ ___ -__
fo!IoweC, the doer may rot prrtcrr^ a> BjpjEOP • r
HT_7182 71SERIESIHT 12&2_12 SERIES: __— _ -sic,:eo. r • i
_ _
6'6' 4 6 6
HT_80&2 80 SERI ES HT 72&2 72.SERI ESI HT_14&2_14SERIES .._...._6�-g...__..__..__4 :____s...........__ 6___ %p0� RiOQ;%\��
HT 8182 81 SERIES:HT 7382 73SERIFSIHT_t6&2 16 SERIES: 7'0 4 6 6 `•.�..
: ............................:-.........._.__...-----....__..�_........._.._...._.1
B HT 82&2_82 SERIES HT 74&2 74 SERIES HT 32&2_32 SERIES: j 7'-3' 4 6 6 // S10NA�
HT 90&2_90 SERIESII4r sob st=R!eSwroLlrEs`HT_338 2 33 SERIES 7'-t3' " ...........-"a -jT"ss— Digitally signed by John E.Scates,P.E. ry/f 111111\
... .. :............:.................._.._........................._..._._...................i..............._.__.6.........................__._..1................................................_..........._.__...__......_
'DoorUVs Design Pressures! End ! Center__- _ -____ Center Center Im ct T T6' ; 5 8 6 Date:2016.08.04,14:11:44-05'00'
--—
UpTo ;spsf psf-'Backers€ Stiles_,-__HingesStiles _:_.Hinges f_Stiles=_Hinges Ressat_aM T-9 4 6 6 Jahn `VS`^es. ._.
_.
'-- -" - _ r a Drive
�fi.3 ; Single ! 4 __._2 _ 3 _..._ 1 - ' 9 _----1 NO _ - T-s _ .- s-._ ___6__ .. s-- IMPACT RESISTANT _ -scar
--
12-2 i 49.7 -55.,j7! Sime 5 3 ; 5 3 5 3 _ NO 8'0 4 6 6 -
-.-
14'-2 42.6 I 47.6 Single 6 3 -! 5 3 7 3 NO 8_ _.. _5.. 8..... s.
16'-2 37.4 -41.7_ Sin e 7 3 7 j 3 7 3 YES i :,, FL#16660.20 Frcfess:anc! raj:neer sea!Vprctcd only fo!
!
9I _._— —i — ...vs,. sm. sea:.:;^ height : , tri. vertticat[rs of ::nd c,r:struction Ceicii:_ i
29.8 33.0 Single 7 3 7 3 m..
---._. _._gl I I 7 3 NO � :,,cri,;;u— dncr h- IE 1% ............
----- �-----"---`---------------..-- i
- =ig''t AVUVRUaXij-WL46M
... TDESCRIPTION.
e;d
20� 2 :24.0 28.8 i Single ' 9 ; 5 9 5 11 i 5 NO i A:Io a• ever. eccse ^Hove :re testedpp 162'HT 6W,700,20W,N00&9005ERn5
10'-Y I 37.4 -01.7 ' Single_?_.........._4........................-2 3 1 3 1 _._.I-YES_ h_acY,t, are c•,ciloYsc ,.vith .jamb brackets wwoLOAD sEcl7oNdl boon
(� _.....___........r._._..._.....__...__._....._......_._. .. __.I_._._._5_......._.... 9 i YES o' ac^:'ne'ricl full Ong!, The mnain,.rr' oES1GNPRE5SI7RE:37A,-N.7PSF /
12'-T . .............
.....................I......................_.................................. - -
! .....i I' ....... SaU,:lnt'1 C:f the lomt,: t,rUC ke•t./frock ciios 19498J7.12Ii,4 •1 6 31 REV. C
111 14'-7 37A ( -41.7 . Smgle 6 3 5 3 ; 7 I 3 ��•'••���YES "`'�•
...._..—__ mair.!c!ned. two,— :0A7EMR: &:'17:14 0RAWRRf- M�5
This product cesignec and sold by R..-. The A_.,, f..r:ginecl u. Record ._ . +o n,:Ne dete'min!rg t.P �oao�asv !- —
I i .,•, , ,
FSs' !e.uired 'c:r Cry Ft9:^. SitE• 1:QxAptM• 1 MODEL(S): See Sheet 3
..............
..._...._...---...----._..._....._.................----„---.._..._._-..._`--,..._......_.-............................__..._......_._....._'--.__._i..-'----..........._..._...._..._....._.._..------—'7----- _ ---..._.....-----...._.......
._..---........................._......._..........-........_...._....................-......................_...................................................._._._................_......_.....................................---...................................................._............................_._......................;..__............._.........._..................._........._.........................:---..............---......._........................................._._.............................--........................_....._..._...._..--......_........................__..................._......._............_....._.........._.
j 1 2 3 4 5 i 6 I 7 &
I
i
I
FASTENERTOCONTINUE-: MODEL NUMBERS
I F PASTHFADER
MODEL NUMBERS AVAILABLE I j
HT 1462 14SERIES
................_._ ! ... .. HT 1682 16SERIES` i
_--.-_-...._...................�.1.......................-. - ............ f...._
_ _
r e _ HT32&2 32SERIES_
i 3 1 I - HT 33 8 2 33 SERIES
HT
+ ! < -
ES
-�� - HT 7282 1 SERVES
E; : :/ I ! i HT 60$2_60 SERIES
I HT_61&2_61 SERIES !
HT 63&2 63SERIES I !
HT64&2_64SERIES _ !
i OPENING L 2 X 6 GRADE 2 OR BETTER SOUTHERN- nr
HEIGHT i
HT 70$2 70 SERIES
I i PINEJAMBS.
! i
-i SEE:CHART FOR WOOD JAMB ATTACHMENT a"i o HT 71&2 71 SERIES — -!
TO BUILDING STRUCTURE c I HT 7282 72 SERIES
i
( ;o. __ _
i s ! -------- ---'-'-
i -
I ' HT 7382 73 SERIES
iI_.._.................i...o
JI
MAXIMUMON HT 7482_74 SERIES ;
j I CENTER SPACING! i ! ! �..,._...._,...,HT 8082 80 SERIES .__._.
D I i �...I ro..� •...I t— HT 81&2 81 SERIES..... ....., I
.o
HT 82&2 82 SERIES
1
, -�_ '; -! :i HT 90&2 90 SERIES I
FIRST FASTENER 4"!D 10'
ABOVE THE FLOOR
_.............--......----............._....._..._....OPENING--_...-................... _[ !
!! HT 900 SERIES
WIDTH
c�! ❑
!
; !(
—_---__ WOOD JAMB ATTACHMENT \\\ $ ////' j
�j���' \\ i
I , M4'mu�n!Mtn GlaamrmAlowahb �'�ada-
--Buld!ng FestenerT e i Mini—j E4 1-Kr
r onC.uer rpnsonl € ! ! \\ O�%''GENd
Strucwre SP Em6e m pac:.a Specp9 lnae u_ I! ! I :v�
Min 2500 PSI to ! Tapoon+(PLUS) 2- !2.50' 5.00' 24' 551 i ,``�'� PI0.51737
4000 PSI Concrete j 114'wl 1*OD washer !
�---
---
! ! Lag _�— 3 IONS 4 SECTIONS 5 SECTIONS 6 SECTIONS 7 SECTIONS
Southern Pine 1 118'O 1.50' i 1.50' 7.50' 24' 620
I j OD washer I III S HIGH HIGH HIGH HIGH HIGH �s STATE OF
....
Spruce Pine Fir 3B
118.ODwLagasher wl I 1.5P ,-1 a0' 1: 24' ....482._; STRUT
1 1 �COR1O•:0 \
B 1 NOTE:2X6 mounted to the wall must be Southern PIre Grade 2 or better.
CONFIGURATION
I' John E scn,re . P
1 j ._. i
IMPACT RESISTANT c<,«err n.*r cDrill?500.7 j
Fv;dc P....
jRrefcsslcnoi F.n.!neer Seo: pro-:¢sd or:!y fc'
FL#16660.20 ,.e,;Grei:r,^ of vr:nd lord :fo.st uc*or, re!u;U.
:------------- --._..._..._............--`------'---"----------
_1 I
DESCNPTION j
16 2'HT 6W.700,2000,RW&900SERIES
• WIND LOAD SECTIONAL DOOR I
A < D B DESIGN PRESSURE 437N.41.7 PSF
__. .-___......._ _ _ __
�DIh WMG R:WL 601141940R-17J21EREET.3 DF 3{BEV....C.!
ams,— WIEDRIO 6;'17:14 MRAWIIBT: MVS !
also
r ma Shee13
-.._.._..._..-'-'------'--....__.._.___....._....__._._._.__.._._......_......__.......___..--'-'-'--..............._............._...._._...-------" ------..._........._. _—...-- "-----`------........._.__..._.._ _..__.._..._----- -......--- -----'-- ----_........._.
raoBEL(s): s�
i
3121 Fairgate Dr.
Carrollton TX 75007
John E. Scates, Professional Engineer office(972)492-9500 1 fax(972)492-0077
August 22, 2016
Haas:Door.
Mark Schweitzer
320 Sycamore St.
Wauseon, OH 43567 !�
I
Rei Evaluation for Florida FL-16660
To Whom It May Concern:
At the request of Haas.Door, I have reviewed the drawings and tests listed below. These tests
were conducted at Haas Door Company Test Lab according to ANSI/DASMA 108 and ANSI/DASMA
115 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 5th edition (2014) of the Florida Building Code. I
certify that l meet the requirements of"independence" as detailed in Florida Statutes.
Drawings
These products were tested to DASMA 108(static):
l
WL-0600-0110-08-21-24L RevD HT 600 Series 9'-2"wide, +21.3/-24.1 PSF
WL-0600-0110-08-25-28L RevE HT 600 Series 9'-2"wide,+24.8/-28.0 PSF
WL-0600-0122-08721-241-1 Rev- HT 600 Series 10'-2" wide, +21.3/j24.1 PSF
WL-0.600-0194-08-22-24 RevA HT 600 Series 16-2" wide, +21.8/-24.3 PSF
WL-0600-0194-08-22-24L RevA HT 600 Series 16'-2",wide, +21.8/=24.3 PSF
WL-0600-0194-08-22-24L1 Rev- HT 600 Series 16-2" wide, +21.8/-24.3 PSF
WL-060.0-0194-08-24-27L RevE HT 600 Series 16'-2"'wide, +23.9/=26.7 PSF
WL-0600.0218-08-20-23L RevD HT 600 Series 18'-2"wide, +20.4/-22.7 PSF
WL-0600-0218-08-20-23L1 Rev- HT 600 Series 18'-2."wide,+20.4/-22.7 PSF
WL-0600-0218-08-24-27L RevF HT 600 Series 18'-2"wide, +23.9/-26.7 PSF
WL-2000.0110-08-21-24L RevD PAN 2000 Series 9'-2"wide,; +21.3/-24.1 PSF
WL-2000.0110-25-28L RevE PAN 2000 Series 9'-2"wide;+24.8/-28.0 PSF
WL-2000-0110-35-39 RevD PAN 2000 Series 9'-2"wide,+35.0/-39.0 PSF
WL-2000-0122-08-21-24 Rev- PAN 2000 Series 10'-2"wide, +24:3/-24.1 PSF
WL-2.000-0122-08-21-24L Rev- PAN 2000 Series 10'-2"wide,+24:3/-24.1 PSF
WL-2000:0194-08-18-20 RevA PAN 2000 Series 16'-2" wide,+18:3/-20.4 PSF
WL-2000-0194-08-18-20L RevA PAN 2000 Series 16'-2" wide,+18.3/-20.4 PSF
Evaluation for Florida FL-16660
WL-2000-0194-18-20L RevA PAN 2000 Series 16'-2"wide, +18.3/-20.4 PSF
WL-2000-0194-08-20-23L RevD PAN 2000 Series 16'-2" wide,+20.4/-22.7 PSF
WL-20001-0194-24-27L RevE PAN 2000 Series 16'-2" wide,,+23.9/-26.7 PSF
WL-2000-0194-08-24-27L Rev- PAN'2000 Series 16'-2"wide, +23.9/-26.7 PSF
WL-2000-0218-08=20-23L RevD PAN 2000 Series 18'-2"wide,+20.4/-22.7 PSF
WL-2000-0218-24-27L RevF PAN 2000 Series 18'-2" wide;+23.9/-26.7 PSF
WL-C300-0122-08-21-24 Rev- 300CA Series 10'-2" wide,+21.3/-24.1PSF
WL-C300-0194-08-22-24 Rev- 300CA Series 16'-2" wide,+21.8/-24.3 PSF
WL-C300-0218-08-20-23 Rev- 300CA Series 18'-2" imide,+,20.4/-22.7 PSF
These products were tested to.DASMA 108(static)and DASMA 115(i pact):
WL-0600-.0110-08-41-46 RevC HT 600 Series 9'-2"wide,+41.1/-46.4 PSF
WL-0600-0110-08-41-46L RevE HT 600 Series 9'-2"wide,+41.1/=46.4 PSF
WL-0600-0122-08-48-52 Rev- HT 600 Series 10'-2"wide,+48.0/-52.0 PSF
WL-0600-0194-08-33-35 RevC HT 600 Series 16'-2"wide,+31.3/-34.9 PSF
WL70600-0194-08-31-35L RevE HT 600 Series 16'-2"wide,+31.3/-34.9 PSF
WL-0600-0194-08-37-42 RevC HT 600 Series 16'-2"wide, +37.4/-41.7 PSF
WL-0600-0218-08-30-34 RevD HT 600 Series 18'-2"wide,+30.0/-33.9 PSF
WL-0600-0218-08-30-34L RevA HT 600 Series 18'-2"wide,+30.0/-33.9 PSF
WL-2000-0110-08-35-39 RevC PAN 2000 Series 9'-2"wide, +35.0/-39.0 PSF
WL-2000-0110-41-46 RevC PAN 2000 Series 9'-2" wide, +41:1/-46.4 PSF
WL-2000-0194-08-31=35 RevC PAN 2000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-2000=0194-31-35 RevD PAN 2000 Series 16'-2" wide, +31.3/-34.9 PSF
WL-2000-0194-37-42 RevC PAN 2000 Series 16'-2" wide,+37.4/-41.7 PSF
WL-2000-0194-08-37-4.1 Rev- PAN 2000. Series 16'-2"wide,+37.4/41.7 PSF
WL-2000-0218-08-30-33 RevC PAN 2000 Series 18'-2"wide,+30.0/-33.1 PSF
WL-5000-0110-08-40-45 RevE HT 5000 Series 9'-2"wide,+40.0/-45.0 PSF
WL-5000=0110-08-40-45L RevD HT 5000 Series 9'-2"wide,+40.0/-45.0 PSF
WL-5000-0122-08-48-52 Rev- HT 5000 Series 10'-2"wide, +48.0/-52.0 PSF
WL-5000-0194-08-31-35 RevE HT 5000 Series 16'-2" wide, +31.3/-34.9 PSF
WL-5000-0194-08-31-35L RevD HT 5000 Series 16'-2"wide,+31.3/-34.9 PSF
WL-5000-0218-08-30-34 RevD HT 5000 Series 18'-2"wide,+30.0/-33.9 PSF
WL-500.0-0218-08-30-34L RevA HT 5000 Series 18'-2" wide,+30:0/-33.9 PSF
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.
i
2
i
Evaluation for Florida FL-16660
Test Reports
Tests were conducted at Haas Door Company Test Lab in Wauseon, OH. This facility was
independently accredited per ISO/IEC 17025:2005 by Laboratory Accreditation Bureau (Certificate
L2378)to perform these test procedures at the time of testing. I personally witnessed the testing.
Static pressure testing was conducted in accordance with ANSI/DASMA 108-2005 (and -2012).
Large. Missile impact and cycling tests were conducted in accordance with,ANSI/DASMA 115-05 (and
-2012).
Drawing HAAS Report#
WL-0600-0110-08-21-24L Test 052714006(DASMA 108)
WL-0.600:0110-08-25-28L Test 070615014 (DASMA 108)
Test 070615015 (DASIVIA 108)
Test 020314001 (DASMA 108)
WL-0600-0110-08-41-46 Test 033114001 (DASMA 108) 033114002 (DASMA 115)
WL-0600=0110-08-41-46L Test 033114003 (DASMA 108) 033114004(DASMA 115)
WL-0600-0122-08-21-24L1 Test 061316015 (DASMA 108)
WL-0600-0122-08-48-52 Test 061316009.(DASMA 108) 061316010 (DASMA 115)
WL-0.600-0194-08-22-24 Test 070615019 (DASMA 108)
WL-0600-0194-08-22-241- Test 070615011.(DASMA 108)
Test 070615013 (DASMA 108)
WL-0600-0194-08-22---24L1 Test 061316007 (DASMA 108)
WL-0600-0194-08-24-27L Test 020314008 (DASMA 108)
WL70600:0194-08-31-35 Test 033114009 (DASMA 108) 033114010(DASMA 115)
WL-060070194-08-317-35L Test 033114011 (DASMA 108) 03311401,2 (DASMA 115)
WL-0600-0194-08-37-42 Test 052714014 (DASMA 108) 052714015 (DASMA 115)
WL-0600-0218-08-20-23L Test 070615002 (DASMA 108)
Test 070615003 (DASMA 108)
WL-0600.0218-08-20-23L1, Test 061316001(DASMA 108)
WL-0600-0218-08-24-27L Test 020314009 (DASMA 108)
WL-0600-0218-08-30-34 Test 020314011 (DASMA 108) 020314018 (DASMA 115)
WL-0600-0218-08-30-34L Test 020314011 (DASMA 108) 020314018 (DASMA 115)
Test 070615004 (DASMA 108) 040615005 ('DASMA 115)
Test 070615006 (DASMA 108) 040615007 (DASMA 115)
WL-2000-0110-08-21-24L Test 052714003 (DASMA 108)
WL-2000-0110-08-35-39 Test 070615016(DASMA 108) 070615017 (DASMA 115)
WL-2000-0110-25-28L Test 020314004 (DASMA 108)
WL-2000-0110-35-39 Test 020314003 (DASMA 108)
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Evaluation for Florida FL-16660
WL-2000-0110-41-46 Test 033114005 (DASMA 108) 033114006 (DASMA 115)
WL-2000-0122-08-21-24 Test 061316019 (DASMA 108)
WL-2000=0122-08-21-24L Test 061316020 (DASMA 108)
WL-2000-0194-18-20L Test 070615008 (DASMA 108)
WL-2000-0194-24-27L Test 020314005 (DASMA 108)
WL-2000-0194-31-35 Test 020314006 (DASMA 104) 020314015.(DASMA 115)
WL-2000-0194-37-42 Test 033114007(DASMA.108) 033114008 (DASMA 115)
WL-2000-0194-08-18-20 Test 070615010(DASMA 108)
WL-2000=0194-08-18-20L Test 070615009 (DASMA 108)
WL-2000=0194-08-20-23L Test 052714011 (DASMA 108)
WL-2000-0194-08-24-27L Test 061316006 (DASMA 108)
WL-2000-0194.08-31-35 Test 052714009 (DASMA 108) 052714010B (DASMA 115)
WL-2000-0194-08-37-41 Test 061316004 (DASMA 108) 061,316005 (DASMA 115)
WL-2000-.0218-08-20-231L Test 070615001(DASMA 108)
WL-2000-0218-08-30-33 Test 052714016 (DASMA.108) 052714017 (DASMA 115)
WL-2000-0218-24-27L Test 020314012 (DASMA 108)
WL-5000-0110-08-40-45 Test 020314002 (DASMA 108) 020314018 (DASMA 115)
WL-5000-0110-08-40-45L, Test 052714004(DASMA 108) 052714005 (DASMA 115)
WL-5000-0122-08-48-52 Test 061316011 (DASMA 108) 061,316012 (DASMA 115)
WL-500.0-0194-0&31-35 Test 020314007(DASMA 108) 020314016 (DASMA 115)
WL-5000-0194-08-31-35L Test 052714012(DASMA 108) 052714013 (DASMA 115)
WL-5000=0218-08-30-34 Test 020314010('DASMA 108) 020314017 (DASMA 115)
WL-5000-0218-08-30-34L Test 070615004 (DASMA 108) 040615005 (DASMA 115)
Test 070615006 (DASMA 108) 040615007 (DASMA 115)
WL-6300-0122-08-21-24 Test 061316016(DASMA 108)
WL-C300.0194-08-22-24 Test 061316008 (DASMA 108)
WL-C300-0218-08-20-23 Test 061316003 (DASMA 108)
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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 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 theJambs to the wall. Walls
and Jambs should be designed (by others)to withstand the loads imposed by door onto the
building.
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Evaluation for Florida FL-16660
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: 610,612,614,616,632,633,660(tested),661,663,664,
670,671,672,673,674,680(tested),681,682,690.
9xx American Tradition Series(exterior overlays)(tested)
1-3/4"overall thickness: 710,712,714,716,732,733,760,761,763,764,
7:70,771,772,773,774,780,781,782,790.
9xx American Tradition Series(exterior overlays.)
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(tested),832,833,860,861,863,864,
870,871,872,873,874,880,881,882,890
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,.5614,5616,5660:(tested),5670, 5680,(tested)
1-3/ overall thickness: 5710,5712,5714,5716,5760,5770,5780(tested)
2"overall thickness: 5210,5212,5214,5216,5260,5270, 5280
3"overall thickness: 5810,5812,5814,5816,5860,5870, 5880
The PAN 2000 family of doors are Pan doors
These variations are included in this approval:
25 gage: C2511, R2560(tested), R2561, R2570, R2571, R2572,- 112580, 112581, 132582
24 gage: C2410, R2410,C2411,C2415,C2460, R2460,C2461, R2461,02470, R2470,
C2471, R2471,C2472, R2472,C2480, R2480,C2481,;R2481,02482,R2482
20 gage: 02031,C2015
The 300 family of doors are Aluminum"Full View"doors
These variations are included in this approval:
1-3/4"overall Thickness: CA 320, RA360
5
Evaluation for Florida FL-16660
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. I,
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 listed on each drawing.
The maximum door height approved with this report is 16' nominal.
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The horizontal track may ibe 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.
ji
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 (right and left side); or alternately an
electric operator attached to the door prior to the wind event.
Some of these doors have been tested to Large Missile Impact requirements per
ANSI/DASMA 115. However, they have not been fully evaluated for use,in the Florida High
Velocity Hurricane Zone (HVHZ).
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No.,,51737
Digitally signed b ;:John E. Scates, P.E. = *'
9� Y 9 Y ,�� STANEOF �.
Date:2016.08.22;09:1=1:08=05'00' �-A" F j P :;'f
A •. C.OR�d> d
IONAt.
John E.Scates, P.E. ���111,F111111��
FL PE#51737
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