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HomeMy WebLinkAboutNOAf
6-Va �-lb-TA-D -Pa4 --
MiAMUDADE
a
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
MIAMI-DADE COUNTY
PRODUCTCONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
wvviv.m i amida d e.gyov/eco n omv
Haas DoorCompany
320 Sycamore Street
Wauseon, OH 43567
SCOPE: This NOA is being .issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control
Section to be used in Miami. -Dade County and otherareas, where allowed by the -Authority Having Jurisdiction (AHJ).
This NOA shall not be valid afterthe expiration date stated below. The Miami -Dade County Product Control Section (In
Miami -Dade County) and/ ortheAHJ (in areas otherthanMiami-Dade County)reserve the right to have this product or
material tested for quality assurance purposes. If this product or material fails to perform in.the accepted manner, the
manufaeturerwill incur the expense of such testing and the AHJ may immediately revoke, modify,, or suspend the use of
such product or material within their jurisdiction. RER reserves the right to revoke this acceptance if it is determined by
Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the
applicable building. code.
This. product is approved as described herein and has been designed to comply with the Florida Building Code, including
the High Velocity Hurricane Zone.
DESCRIPTION:
Series HT 600, 700,800 & 2000 Insulated Steel Sectional Garage Door up to 18ft.-2in. Wide
APPROVAL DOCUMENT: Drawing No. WL-0600-0218-08-45-50M-D, titled "18%2" HT 600, 700,
2000 &.800 Steel Series HVHZ Wind Load Sectional.Door", sheets 1 through 3 of 3, dated O 1 /08/2015, with
revision C dated 10/12/2020, prepared by Haas Door Company, signed and sealed byJohn E. Scates, P.E.,
bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance numb er and
expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label with the manufacturer's name or logo, manufacturing address, model
number, the positive and negative design pressure rating, indicate impactrated if applicable, installation
instruction drawing reference number, approval number (NOA), the applicable test standards, and the
statement reading `Miami Dade CountyProduct Control. Approved' is to be located on the door's sidetrack,
bottom angle, or inner surface of a panel.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has b een
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION ofthis NOAwill occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture. of the product or process. Misuse -of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination andremoval.ofNOA.
ADVERTISEMENT: The NOA.number preceded by the words Miami -Dade County, Florida, and followed
by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then
it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspectionat the job site at the request of the Building Official.
This NOA renews and revises NOA #17 1,023.14 and consists of this page 1 and evidence pages E-1, E-2
and E-3, as well as approval document mentioned above.
The submitted documentation was reviewed by .Carlos M. Utrera, P.E.
MfAMbQADE COUNTY
Akn��, NOA No. 20-1104.10
Expiration Date:.February 11, 2026
Approval Date: January 21, 2021
Page 1
Fri
Haas Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS "Submitted underNOA #17 0313.11"
1. Drawing No. WL-0600-0218-08A5-50M D, titled "18'-2" HT 600, 700, 2000 & 800
Steel Series HVITZ Wind Load Sectional Door'' sheets 1 through 3 of 3, crated
01/08/2015, with revision A dated 01/20/2017, prepared by Haas Door Company,
signed and sealed by Thomas D. Sullivan, P.E.
B, TESTS "Submitted under NOA #15-1104.04"
1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading_per FBC TAS 203-94
4) Forced Entry Resistance Test, per TAS 202-94
along with marked -up drawings and installation diagram of 16'-2" wide x 8" height
HT 60.0 Series Sectional Steel Garage Doors, prepared by Intertek/ATI, Test Report
No. E1289.03-550-18, dated 12/22/2014, signed and sealed by Justin P. McDonald,
P.E.
2. Test report on Tensile Test per ASTM E8, of steel sheets, prepared. by Intertek/ATI,
Test Report No. E1289.11-106-18, dated 12/12/2014, signed and sealed by Gary T.
Hartman, P.E.
3. Test report on Salt. Spray per ASTM B 117 of coated metal steel panels, prepared by
Intertek/ATI, Test Report No. E1289.10-10648, dated 11/24/2014, signed and.sealed
by Gary T. Hartman, P.E.
C. CALCULATIONS "Submitted under NOA #151104.04"
1. Anchor calculations prepared by JB&B Engineering Consultants, LLC, dated
07/0.1/2015, signed and sealed by Thomas D. Sullivan, P.E.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Test report on Surface Burning Characteristics of the Rubitherm WP 19669
polyurethane foam insulation per ASTM E84, prepared by QAI Laboratories, Test
Reports No. RJ525.1F-1 and RJ5251F-2, both dated 01/26/2017, signed and sealed by
V. Andrew Tan, P.E.
2. Test report on Ignition Temperature of Plastics of the Rubitherm WP 19669
polyurethane foam insulation per ASTM D 1929, prepared by QAI Laboratories, Test
Report No. RJ5255F-1, dated 02/02/2017, signed and sealed by V. Andrew Tan, P.E.
6
Carlos M, Utrera, P.E.
Product Control Examiner
YOA No. 204104.10
Expiration Date: February r 1, 2026
Approval Date: January 21, 2021
E-1
Haas Door Company
NOTICE OF ACCEPTANCE: EVIDENCE'SUBMITTED
F. STATEMENTS "Subinined under NOA #1.7-0313.11"
L. Statement letter of code conformance to'the 51b edition (2014) FBC issued by JB&B
Engineering Consultants, LLC, dated 02/27/2017, signed and sealed by Thomas D.
Sullivan, P.E.
2. Statement letter of no financial interest issued by JB&B Engineering Consultants,
LLC, dated 02/27/2017, signed and sealed .by Thomas D. Sullivan, P.E.
2. EVIDENCE SUBMITTED UNDERPREVIOUS NOA-No.17-1023.14
A. DRAWINGS
1. Drawing No. WL-0600=021.8-0845-50M D, tided "18'-2" HT 600, 700, 2000 & 800
Steel. Series HVHZ Wind Load Sectional Door", sheets 1 through 3 of 3, dated
01/08/2015, with revision B dated 10/25/2017, prepared by Haas Door Company,
signed and sealed by John E. Scates, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. Anchor calculations, dated 10/27/2017, prepared, signed and sealed by John E. Scates,
P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None:
F. STATEMENTS
1. Statement letter of code conformance to 61b Edition (2017) FBC, dated 10/27/2017,
prepared, signed and sealed by John E. Scates, P.E.
2. Statement letter of no financial interest, dated 16/27/2017, issued, signed and sealed
by John E. Scates, P.E.
zqkw
Carlos AL Utrera, P.E.
Product Control Examiner
NOA-No. 204104.10
Expiration Date:- February 11, 2026
Approval Date: January 21, 2021
E-2
Haas Door Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
L. Drawing No. WL-0600-0218-0845-50M-D, 418'2" HT 600,.700; 2000 & 800
Steel Series HVHZ Wind Load Sectional Dow, sheets I through 3 . of 3, -dated
01/08/2015, with 'revision C dated 10/12/2020,. prepared by Haas Door Company,
signed and sealed by John E. Scates, P.E.
R. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS�
1. -.Statement letter of code conformance to 7th Edition (2020) FBC, dated 10/20/2020,
prepared., signed and sealed by John E. Scates, P.E.
2. Statement letter of no financial interest, dated 10/20/2020,, issued, signed I and sealed.
by John E. Scates,, R.E.
Carlos M. lUtrera,, P.E
Product Control Examiner
NOA-No. .204104.10
Expiration Date: February 11,2026
Approval Date: January 21, 2021
E-3
1 1 2 I 3 1 4 +
f(1" THICK - HT 004 SERIES
FASTENER TO CONTINUE
THICK - Hr 700 SERIES:
2" THICK - HT r 2000 SERIES
3' THICK - HT -900 SERIES
STRUT h.Ig Fo.
(shack 2 of 3)
TONGUE ANDGROOVE JOINT.
-STRUT Aqcma
(sheet 2 of 3)
WOOD JAMB
ATTACHMENT
Building
StrUCIUTB
'Fastener Type
rt„ fnua
Er+emms
VW'
D
Mid—
s
Njxk�
Bpi
AlhambH
7r
h4n:2006PSI
Concrete
Tapcan il4'wl
1'-0Dwashor
1314'
girt
4"
12"
4434
Sautherrti(rne
3W.Leg
1.116' DD waswfher
112
1112
4'
1Y°
62oX
SOuce Pine Fir
(G=0;42)
3i8' Ld9 w/
1 1!(1".ODyysher
1 1f2•
2'
4"
IT482
#
OP
11E
26 CA MIN. E RIOR DOS O.R
NOTE:. 2)C¢rri°untetl'faUietya0musth'eSouDi8iAF5rieGreda2orbetten
_
CS STEEL SKM ITH G40 MIN.
HOT DIPPED..OALVANIZED. WITH
EPOkY' PRIMER- k BAKED -.ON
POLYESTER PAW TOP COAT.
MIN: YIELD• 25 KSI
STRUT Data E
(sheet 2 of 3)
TONCOE AND CRCDVE JOINT.
STfiUT Niel F
,(ch"L 2 of 3)
TER PANT TOP CDAT.
ELD• 35KSiE
AND mavc JOINT.STRUT
D,tc;l
(aheet 2TED
POLYURETHANE FOAM
r
ION - RUBITHERM'WP 19669
STRUT MaIg"
(sheet 2 of 3)LEXIBLE
PVC B0170M SEAL.
SECTION AA
4sEenONS
5S
STRUT
2
3
4
5
6
ENING
IGHT
PASTHEADER
°
---------
2X 6 GRADE 2OR BETTER SOUTHERN
:o
PINE JAMBS.
I SEE CHART FOR 2X6 WOOD, JAMB'ATTACHMENT
o
l TO BUILD114G STRUCTURE.
a
o
e
0
0
MAXIMUM:ON
CENTER SPACING
°
FIRST FASTENER'4%O8'
°
ABOVE THE FLOOR
o
OPENING
vv,v rn
MODEL NUMBERS
MODEL NUMBERS AVAILABLE
HT _14: & 2 14 SERIES
HT 46 & 2 16.SERIES
HT. 32 & 2 32 SERIES
HT _33'& 2_33 SERIES
HT _90 & 2 90SER ES
HT _ 12 & 2_i2.SElVES
HT 60 & 2 60 SERIES
HT 61 &'2 61 SERIES
HT 63 & 2_63 SERIES
HT 64 & 2 64 SERIES
HT 70 & 2 70'SERIES
HT 71 & 2 71 SERIES
HT 72 & 2_72 SERIES
HT 73 & 2 73, SERIES
HT 74 & 2_74 SERIES
HT 80 & 2_80SSERIES
HT 61 & 2_81 SERIES
HT _8.2 & 2 82 SERIES
HT 90. & 2 90 SERIES
7
eev
A
B.
0
ILU
PRODUCT REVISED
as. complying With the Flodda
Code'
Building Co '
NOA-No:. 20-1104.10
Eerpirntfon Data 02Ft112026
n
BN
Miami -Dario ro uat ntrcl
No.51731 "
OF
-0 STATE
o -p
0.1' :FGOR�QP'd?tom
T John E Saotes, P.E.
2560 Kin Arthur Blvd. Ste 124-54
� / ���Z ZV Lewisville, Texas 75046
Nonda P.E. # 51737
116IPACr IThis product has been evaluated for use Tn
RESISTANT tha High Wlccli Hurricane Zone (HvHk).
187 HT 600, 700, 2000 & 806 STEEL SERIES
HVHZWIND LOAD SECTIONALDOOR
•. DESIGN PRESSURE+4S,01.50.0 PSF A
�D 1SIaLs L�ODna a DRAUNO NO-, WL-0600�0218-08 BREV. C
DMOR AY: MV45D
tohmu
418,?37•?9D0
NiODFIIs): Sri' Sheet 3 SREET.303
7 g.
2'
3
2j"
ADJUSTABLE TOP FIXTURE END HINGE
12 Go 14 Cc Calearllzed Steel
-PUSH-NUT-7J16" _ IEK SCREIY
See DETAIL .K: far push j/4°^%. 3T' Her Wmktr
nut placement c Head Sell Daling (4 per
a a Hinge)
TE1t:SCREW
1 41 X 3/4" Hex Washer PUSH OUT 7/16"
{fcod Self 1341;ng (4 per Soa DETAIL k. for push.
erocket) out placement
DETAIL A
ALTERNATE #2
TO DETAIL C
OUTSIDE
MIKE
LOCK BARS Engage
Into the ventcof.
track on caph side
of the door
DETAILJ
Wtemote Lock, Configuration
4
5
6
7
TEK SCREW
in-
1/4- X 3/4- Hex Washer Head Self Drilling
(3 per Bottom Smaket & 2 per Lon
Headroom Top Bracket)'
SCREW
X �3/4' He. Yfaeher-Head
HOTTOM BRACKET
onvng (3parSm.. & 2 per A
13 Go Galvanized Steel
trot, Batton Brectats)
BOTTOM BRACKET
"-LOW-HEADROOM-TOP-ORACKET-- _ _tS
4Adi..table
Go cx"'J'ee Beal
7bJU. CEINh'E1t_-' -- -rPUSH
,NUr 7/ ifi
BOTTOM BRACKET0See
41T t. K for push nutPUSH
NUT 7/16,
platement
Sae. 1,1611 K for push not
BOTTOM $EAL
ofaeemant#:
BOTTOM SEAL
8
DETAIL B DETAIL C ALTERNATE #1
TO DETAIL C
4"""4�
.SCREW . xjn R
"3/4Het Washer Head
' X 3/4" Hex `: &tote rnr d o e .steep), SLIDE. LOCK (One On Each
0R Head SeN 3 1 2 x 5'E ST1tUiSide of TheDoor) of
g.(14 per. INTERMEDIATE HINGE// LOCK BARS see'M1e.or 14 Coie Co 7OK51Minimu,lAt18 BRACKET' ( G€TB�dcm Broetels) 0clyo'nized 'Steci s. 12 .Co.Cdwonized steel Steel0IIOM BRACKET 5Lt0E LOCK or
/t6' Troca'rb;ider ° Qu TEK. SCRE44 - a _OCR BARS
astes Stu] W.. X 3/4' Hex Eng%ell h110 lied
WashedSelf ve•ticol track an
PUSH NUT 7/16 Dn11 ng (4 pet Nngo) each .side of thbj BOLTkNITT door
Sao M-TAIL K for Lt 57��`s-! t T 1 X 5/8.
push nut placement, NOTE The l000Hoq' of
SMQ .. SEAL - lha intermediate �hingea3 x 3 1 /4 BRIDGE OWE - � Cartiagn Ball & ' • � � TEK SCREW
to indicated by the to Go SO KSt MtNIMUM 1J4-20 Hex Washer 1/4' X 3/4" Hax.
ALTERNATE #3 DETAIL D i1de'lopbof. eaeh ®eaQ un. DETAIL E. Cii«h"d fAsh sl arm; DETAIL F eroai ) er Jamb DETAIL G Washer Hood :4eff
TO DETAIL C ToG-L-LOc Drilling (4 per Slide
at 4: centers
Lack
ni PRODUCT REVISED
ate eomplyingg with the Florida
e OgIlding:Coda
U� 7" Win. NOA-Ho. 20-1104.10
1B' section - 17 ;" E trade Data
21' Section - 20 1"' nn 02114I2026'
18' Seetion - 17 �' 1 024' Section 23 }+ a ROLLER
21" Scotian 20 2' Diameter Nominal Ten Bell srA`crdenca By
24-Seelion - 23 , $hot, or Ten Botl Steel w/Herdenea Shaft hgtr Miami -Dada Product Control
L It 'a Mitimtm+-Workobtiv 5ttok length SMrn.
-6'-d-i 4
�I C30 000
2� �@- - FLAG VAICKEtT�_ it ` ` ze—i _ 6�7337 •e•� �
4"
DETAIL DETAIL ka(. 1 t)ygr sTArt°F `
h1ATER'A.LI1� 20 CA OS Steel, MATERI.Lt 16 GA CS Steel, Boil l .,
C49 MIn, H.oC Dipped G4Ot Wn. Hat Dipped 5/16' X 1 5/6' Leg Bolt li 0 Fx0f \Or
CwNor;nA Galwnizctl (4 par Fog Ln:.W) ��',(+.cs.-
ENO TILE DOUBLE STEEL ENO STILE
sit Steel NOTE; Jamb Loadsl 16 CoColvernzad Steel
2 of 3) +4050 his./ft. / -450.0 ibs./ft.
Qnnh lT'(sheet 2 of 3)
End & rnlermsd;ete SK1a3 {Boexers}
Alm of 3) Min.
f -LF Attached with.3 mm: T00 L-LOG of 2- places. iof' 1'
6OLT & VASHER. 1— vEjmcAi.. macx
Ni.X 1 5/8" Lag'Bolt. & 21 2" Nominal 13 Go Galvanized steel
D.Dx 7/16" LD, pat Washer tested. WOOD` JP)JB
NOTE Jamie bracket must be in 3' No 13 Go is also approved The vertical Wood jomb fbltcncrs
direct contest with the 2x6 (Na as on oltomzle. 're be counter sunk to provide a
argAce-o4owed), ffat mounting surface. See. LLomb
N0,6 The flatWasheris. not ottachmenY details hn sheaf 3 for
required for angle mount. SECTION B-B dttechtn4 jambs to the structure.
1 1 2 1 3
Maximum
1/2"
DETAIL K
There should be o space
of maximum 1/2 between
the roil,r hub end the
outside edge of the: railer
holder Which Is Get by the
push put,
F
L
C
'NIY/flfll�����- t3
BOLT d:
/B' Track 8ott
1/4 x It 5-20
John.E Scales,. P.E.
& i/4
& Mex Washer Nut
2560' Kin9 Arthue Blvd. Ste 124-54
(2 tot Horizontal S 2 for
LeW,9014. Texos 75056`
vertical Crock)
Florida f',£. # 51737
ROACT
This product hos been evaluated for use in
RESISTANT'
the high: Velocity Hurrkone Zone (HVHZ);
DETAIL H
_
Leta^ HT 600, 700, 2000 & 800 STEEL SERIFS.
NOTE: Details on Some views omitted
•I +
NVH M.OADSECIYONALD00R
for clarity, Double end shies and
DESIGN PRESSURE +45.0/-SO.OPSF A
end hardware may be requ)red on
120sycammxe
DBALYtI6I0a WE-0600-0218-08.45-501NI-D REv C
wider Orr heavier loafs.
Wau;6og CM 435
41MV-ga00 MTf.I— lei. 0BAt1NIYt MV$ QFy,DATE 14hMD,
6
6
7
8
s It
1 1 2 '1 3 1 4 1 5
r--- Top Bracket
DETAIL (sheet2oT3)
End 8
6 7
Zit
A
NOTE Track- configurctla!1 above
the 'daer openioq does not affect
the wind load rating of the door,
a
c
DOUBLE STEEL END STILE
jj
16.Ga Wivanlzed Steel
Detail M (shest203j
6*+f'T
38? +A 3°
21-3"i
8
oar
,.on Nfamle'
eaeam Itau,oSa 1/SOT
F
'-- Flag Bracket
Detail (sheet2of3)
b Bracket
(sheet 2 o(3)
PRODUCT REVIS20,
©c'aomphAng"with the Florida
Building Coda
NOA-No. 20-1104.10>
Expiration Data _0211112026
LSotCto.m. Bracket End Hinge `SDt 11 Strut Attachment tntermedlato Hge A Silds.Lock Slla'.1GoBy i
all(set2o•3) Lack Miam a e Product Z.Htroj Dea8(sheet 2ot3)
t►i►11N�1� c
This product hasbeen tested' per TAS202-94 for stone air' pressure� s mmbrdakei quenti0e4.shown are tar use gdiih,grade 2 at, better souikrer+o'pPa4
This product has been tested per TAS201/203-04 rot forge missile Impact and cyclic !htnd pressure. Supporling structural element designs, ore to be:,tfle responat'b16ty a1 the pgafessiil a
or record for thebuidIng or structure far the foods rated an tha drmVnkg `� r
Model Number
hT 1a&21aSERIES
HT 70 A 270SERISS 11r_12d,2_12SVIES
HT-60&2 SMRIES drt 6d&2 60 SERIES HT 7: az71 SERES Hr_1492_14 SERIES
1-IT_61&2_81 SERIES IT,M S2_61 $PRIGS RT nu.I SERIES H%1w2168MCS
HT_t12&2,825ERIES H7 63&2638ERIE4W 73A 273 SERIES FIT 32&2-32 SERIES
HT. E6 &2_96 SERIES I1117_64 &k64 9ER1E9 ttT 74 &2_74 SERIES -„ 13 & 2_ 33 SERIES
Door Width
Desl n ressures
+ sf
End
Backers
center
center
Center
Center
Impact
Reslsiatd
9dlss Hlri - -
Sties
HIn_
S61as
Hinges
SSles
Hin es
4-y ew iTr
45.0
=5o.0
Double
l 7 3
7
3.
7
3
7
3
YES
This: product is ovailoble in norrower sizes with the same PSF on. nslructed ns 6haWn:
This product is-des'sgned and sold by FSF. The AHJ or Engineer of Record is responsible for determining the
PSF required for any given sdo.
Dow
Hey
Total
Sections
alltaStn>is
Con09ura on
Jamb.
Side
6'-0°
3
6
SEE
SHEET
.SOPS
5
T-tl'
4
6
5
6'-r
4
B
5
6'-6•'
4
6
6
6'.gr
4
6
6
6
r-T
4
6
6
7'-V
4
6
7
T-T
5
8
7
T-T
4
6
7
T-9'
5
8
7
aw
4
6
7
Mki:61737 C
NOTICE:
� to t e: � iY
These droltin are o su*lemanf
to tits inata"Quori inslru.Uors far
STATE OF F '
o standard door and'only covdrs
r,,,rrr�vvv'
���"+ FLOAID� ��\'N
'
those procedures: that very from
�j S
A�lp�
hens sped v proced reos� are not
TONAL1110�
if B
followed; the'door. may. not.
perform .bs tlesigned.
Jahn E Scotts, P.E.
2660 King Arthur
Arthh ur Blvd. Ste 124=5¢
LcWfsvdle,. laXos 75056
Ftondo P.E. fJ 51737
IMPACT
This product has been evaluated for use in
RESISTANT
the High Velocity Hurricane Zone: (HVHZ).
18'2" HT Ann 700 )nnn 2, Qnn STEEL SERIES
Maximum section height is :24 In. 9' �" " HVHZ WIND LOAD SECTIONAL DOOR
Maximum door height is 16: ft. DESIGN PRESSURE-45.0t-50.0PSF A
All doors, even those above the tested height, are available 320Spcamols ORAfgryCNo.: AIA600,0218•08-35.50M-D18EV. C
:With jamb brackets or commercial full angle. The quantity PoEl�e�n,OZ43- OATEYRB: 1*1S OR,AlEiR11Y;�MVS OEY.OATE:1^Jllt%p
and dimensiorlol location of the jamb.brackets/track clips 419331-5900
and the jamb mounting shown above should be maintained, M1110a(lij: See Sheet 3 IMV- I OF 3
1 2' 3 4 t 5 6 7 1 8