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dooNtfterltt}itbl}�u ltitl(AItn9begnrovtewoilnil
usednlMiault A* Gbunty tog othakiirdak 1911
TllitiNO:A;vltn�l�not:aa Ynlltl after tt,�e e}iptlattpr,
141t°nmi7]ndo &14) dud/or tbd AkiJ (lii areas
.niatori(tl tostod for sluoy as�yrat}ca paooses.
inanurootworobIinotu' ilia expenso cfstioll test
.such 1woduat or nuttadol tivlthin.1110fe jtfiisdlottc
.. __ ... _ .. _ .. by_ h?lsmiAa(ta Oonnty..Reoduot..�Contro�.seoti
applionblo building eddo.
01sp1'o4ugt1s appYovedas dyscrtl�odllarela, an
tnoluding ttial3'1gh VetodtyAttrrlcauezoue.
DESC
RDT-TON; Modo1950 9641age &
1G'• On. lcie QR +45,0, 49,3 ]PSI')
Alt'i'12.bV1 LPOCi7MNZ DrawingNo. IRC-9516-t69.26, fit] eo'Model 950gerl(age & Modul655 Onlc
Snmmtr (24• QA)1000, 2000, Short, Long llrinsh- nud•Oalc Summit Tanels , sheots Ithrough 9 ont dated
031144003, •tylth iovlslm C dated 02/0460,,X3, propprod by Amair Oarage17oam signed end sealed by
Tomas L, Sllelmerdlue,>?, , bearing the 1 igml: Dada Coutrty krnduak CQrilCoflovlsion stamp with the
.Noiioo ofAeaoptamonutnbae,nld my.fr'attan data1yfho:MiamiDdde CotintyX'roduci CanfroXSectIoiq,
1Vll'S,SA,14mAGTMAT.II`M h Lap ni ;> S1nnllNl4ssi[eZmpaalJiesf staxtt
Y,A]3m)ll` i A tteme or lbgo, 3800 Greonway Grate, L%wmmgo,
16l % model aumbor)111o,1os10yo anal iiogalIva iieafgn presst?retruting, jndioote itllpnotrAted tt'sppltoable,
lrt*11atioii_instmotiondrmvingxW.0 •eno0AkUbca; aPPmValmt[nber.(kTO,�i);ti10 alspllonblo-loststagdtuds, rind
ike Ot#.m titxbading'llflau.4rbdde C4114Px6dnct CoAtrolApproY0 is to bo locatcctoudlte doba's side
trnolt, itat<+vm itngie, or inner sStrla6H df 1i p�nel,
S NI? (�4tAl,.of lhiyNt)Asball ba eonst4amd aFtdr a ranowAl appttoation ]tag Won mad gild thpiollao Uoett no cIlaugo
lu rite aplillopkle btt(tding code uog>rtlpgly aErcct[ng tllaperfy�liwtice ofiti)s ptxlduat
fti voi7h.vw-of thin W04 will odgov 88prtlie b2piaint bate or If tiisro flax boob n revlslon o►; oltange in tilo
mfttorinls,l>sa,anrUn;mgnglhaturaotftho roduutorprocess,J�IV'1lsustoifhssftAusandttdo'tsslnontofiuiYlvd(luotfor
sales, giivot►tstn�o!•tlay QthoA'pti{-poso's mall dtomnliotilty#oitriingta 1h9sN�A.. �+nilarotO c9mp�y�vltiim�•seotion oR
this 23QA,shetl t;o cuyse for lmdiadtaM ppdmunuoy l o1C U,
tsedad by-
*Ovoids 1l+Tiamtbcda County, lrlorlda, mddbllnlved by the
titoYatum Jftiny atotilon 6k tlto�lOA is cllsplriyeJ, then f tshgllba dopg
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igmta the A,TtTtittly iromedjnteZv royofco, modify, orsuspaud tltouso of
M reservos the right to rovoke Ibis naceplance, irit is detevirked
a3hat tiits..produot_ormatotial tails to mdot this rAcqulromanlA'of titc_- --- - --
has boon designed to cootply 141t11 thuylorlda BulldingCod%
65 OnIOnnaullt 1000, 10 00 Steel Seettopal 04rage Door up to
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:t�1'4��� Q�',A.CC�C]P7C.g.��'+CE (1�'O.A:) v+tinvmtnmlaad�gav/�ca>tam1�
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This NOA is boiog ittsitatl undor.the appllcnbia xt
doCSJmontatlwl�sublu(ttarllisJs buvilxepxetyed cud
used lit:ty Igif i pado County and odwarens tvhe
ThisNOAshallnotbo valid aitor tlio oxlJlYatloil
liclltmil pade County) a[idlor tlta APl7 (in areah 6
'matorlol tested tot- quality assnranco purprisos. I
vinufaoturcr Nvill.9aolu' the opense dfsllcfrtestt
on oil product br'Jliaterlai wtthbi theh- jurisdlatto)
by MiMni-Boils, County Product Conttbl Soaltc
appl16ablo halldingoado.
This product is approved as desoctbs horoln,'IM
ina]ndingfwUgtivoloclty Nuirloau0'Lone.
))F,S4 R11''SZO1tTt Model; 950 Rdr1tage,&
to 9'�01[ W1(I.0 (p '151,1, fi0.3 PSY)
ApJ?)IOVA.x.i?OCi7 .iiKT:�Dl'RNA nXXO- M
3uttuldt, (74 GA)1000, 2000, Short, 1041
03/1419001, WIth 1•evision� datad 101131201
Tomas L.Shelateld 10,PA,beal9ngthe M(t
Notico of Aooel tahociAt mbof and explratlon
Mj,Oj9XG)J•iil'ill.ACTRAT)VG:J: P& n*1
LO) M 0.11 permanentlal>elwlti�thaxri[
-I�asas, mbdel.>'liultbaX, tlio posUive altd nagr
lnstall-at-IRAbdtritdtlal d1aw1ngrei`0rexloo11ui
the s4tterttont readhig $11om1-bade. Coutity)
IMak bottom angle, ar.irzAdkiliuface ofe.vau
�i,a�fbksNOAs7laUboconsldnred al
in lbe applit+nblo building code )tegatively efl'cptl,
•T�)A.�rdN of ihi�a2�(O¢wlll.goau'r ntior
ntnlorf(1o, tine, untl/grJngnufnon[ro of fhopl'od4nl
aglast ttdvotdlshig or nqy otherpeixQitses'a1<nTl ituto
tilts.2J'OA. b11ri11 Ub causnfortetlfilttatlouavc) tame
A))WqATj.g t , NT.; 3 kQ NOiA 1111mbor Arno
ospWjou data nt-aybtl displayed * 10Ycttl M l
lnlla mfhpty.
;Qq's?�jC 1�xxQlrit }1 ctitiy o>'tt�ls antireNbA shQ1
aNa(IbbMANjil0d'o9iasVfigl.. nt'tlib�bbnil'autC
xiu� 1�9.�. i'Qvise�NpA. t'f �3. Q�Q3eQ� dud nc
tli;ouinioniimeniioitcdabav (j i� j:,9 4 i'�
T.hB Stlllilllttai3 dOel)1pt31 flat vlbi��
hltpMtbnnuco i
a agdY6gnldttonsgdverping tho Ilse of uOPslructlon Rtt<terla7s. The
;ceptod by Mlnmi-13ado CovatyliBli.4rioduot Control Sectigv to'Ua
�tllotved by the AtlihorltyH4v11lg J'urlsdlatlon (AM). '
to staled below. ThoMa►ili� ieds County Product OautrplSeotlou N
er Iltaa Ivtltia►{ ]?adc Cgtlnty) rosmrVo the x1Qht to have tllis.pitoductbr
�hls prgdu Gr matarlel fails to p0rforlit IIItlio aaagptcd mmmor, Clio
and tiib r111J may lmmcrilatcly rovolCb, inbdtiy, qr buspeud ikto use o�
MRxeserv6s 010 iiglJtib revoke this ncaoplalloo, If It Is cletcimilteA
that ibis pxodttO or ivaterial -faits to meat thO xaQ*omepts of tho
ins bcoa doslgaedio comply vilth kite FloridaSuildiug Code, .
i5 Oa7rSJr1rtmit 1000, 201)0 StooI SCCH63101 Gal-ago'Doox tip
9509480 1, titiod "Model 9S0IIer1ta90 & Model 6,5S,Qn((
ish and Oak Sulumlt Panole, sllNN 11hiougb 3 of 3, doted: '
pJropal'ed byAmarr Gnl'nge Doors, slgtted attd sealect-by
tW)ade County rrbduot coaw rovlsfoa etomp,vrlth tlia ;
ato byilto Miami Dade COUAWPraduot COnhoI Sbailon.'
1in1111' DAIDJfmpact-Resistent
t)fhohice.amama cx logo, 3800 Eiroon-way Cirolo, Lawrezioo,
ve 8esign ptessiuo ratingy lttdlcitto lmtlavt rated it appjlcuble,
lot, qgpt'oti'ainnzrtbar(1'TOA)1'Hxa-App11941etmtslaudnrds, uad
AukdO&VI Approved' Is. to be ldoated nnth6 gaor's side
r n reunviol. appliodtlan hds bang flied and lliexeltas boon ao ehbnge
iila�k1a Ooftiltsproduct;
e Opirallon dato orlftheroUs boon•a rovislou,w ohange in the
luooess.Mlsliae 6MIs NO,A tlg On on(Tura emopt ofatly protluat; for
ntlo lly tarrn[uata UlIs 2 FOA, l?ellure to'amnpONVIth airy 60011on of
dot:l�T0i1..
ad Uy tite tuardc M1ntnj Dnd4 Voiu ty,,Tloiddn, and i'oliblved by Ike
rnturo, IfnayrkottlottoflhbNOA.is dlspIayod, th%-I c1ta11 be ddiie
�a��ovldad to the tts.'arby ttin11fatiturer ariis dlslrlb►ttors itncl-
Pbgtioari-Vte 1 luildiaghaxnt)tiisldl.
slats opVc page.l and sxldvaoep4geR-1, a.9*11 us appv61
I�t? I•XOs),ui; Uh'cYJJ/ �',�!.
VOA No 194.50,11
I;
-+ Y;,� L��Cpimtlbnnnto:S`tiptaritbe7rA��010
di % � LVftowa'ib.nta:.Ttily 10tt61 1
=--
Amarr Garage Doors
A. DRAWINGS "Submitted underN # 13-0503.06"
1. Drawing No. IRC-9509-180 2 , titled `Model 950 Heritage & Model 655 Oak Summit, (24
GA)1000, 2000, Short, Long, hush and Oak Summit Panels", sheets Ithrough 3 of 3, dated
03/1-4/2003, with revision B d ted 10/13/2011, prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmer( ine, P.E,
B. TESTS `.Submitted under NOA # 13
1. Addendum to Test Report No.
dated 06/11/2013, signed and
2. Test report on Evaluation of P
Environments per ASTM D16
ReportNo. C5463.01-106-18,
3. Test reports on 1) Uniform Stf
2) Large Miss
3) Cyclic Win
4) Tensile Te:
5) Forced Ent
along with marked -up drawin€
Model 950, prepared by. Amer
dated 04/02/2013, signed and;
4. Test reports on 1) Uniform Sty
2) Large Miss
3) Cyclic Win
along -Ivith&rked-up dra%vini
Durasafe, 24 ga Sectional St"
Report No. ATL 0311.01-03�
P.E. "Submitted under NOA l
ATLNC 0129.01-13R, prepared by American Test Lab, Inc.,
Baled by David W. Johnson, P.E.
inted or Coated Specimens Subjected to Corrosive
14 & ASTM B 117, prepared by Architectural Testing, Inc., Test
lated 04/03/2013, signed and sealed by Gary T. Hartman, P.E.
:ic Air Pressure Test, Loading per FBC TAS 202-94
le Impact Test per FBC, TAS 201-94
1 Pressure Loading per FBC, TAS 203-94 .
: per ASTM E8
y Resistance Test per FBC, TAS 202-94'
9 and installation dingrain of 9'x T 24 ga steel garage door
can Test -Lab; -Inc., Test Report--No;--AT--L-NC 0129.01-13R- - - -
caled by David W. Johnson, P.E.
:ic Air Pressure Test, Loading per FBC TAS 202-94
le Impact Test per FBC, TAS 201-94
i Pressure Loading per FBC, TAS 203-94
and installation diagram of 9'x 7' Mode1950D Heritage with
Garage Door, prepared by American Test Lr'ab, Inc., Test
dated 06/22/2006, signed and sealed by David W. Johnson,
08-0718, 01"
C. CALCULATIONS "Submitted under NOA # I3-0503. 06"
1. Anchor calculations prepared y Structural Solutions, P.A., dated 04/11/2013, signed and
sealed by Thomas L. Shelmer1 ire, P.E.
2. Anchor calculations prepared by Structural Solutions, P.A., dated 01/25/2012, signed and
sealed by Thomas L. Shelmer4ine, P.E. "Submitted under NOA # 08-0718.01"
1). QUALITY ASSURANCE
1. Miami -Dade Department
E. MATERIAL CERTIFICATI
1. None.
F. STATE,N I NTS
1. Statement letter of code cc
issued by Structural Soluti,
Shelmierdine, P-.E.
and Economic Resources (RER)
mane to the P edition (2014) FBC and no financial interest
PA., dated 04/08/2015, signed and sealed bir 'Torras L.
Zo!S
Carlos 1VM. Utrera, P.E.
Product Control Examiner
NOA No 15-0505.11
Expiration Date: September 4, 2018
Approval.Date: July 16, 2015
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TABLE 1
DOOR
HEIGHT
STRUT SPACING (BASED ONRECOMMENDED
SECTION CONFIGURATION)
TOP
A
B
C
D
I E
I F
G
H
T
7'
61/2"
19°
37"
6B"
761/2,
�
Ip.
41
,88112°
8'
6112'
16'
34"
5r
70"
9
5 1/2'
13"
31'
49"
67"
BS'
V
cmm
1001/2"
m,
10'
61/2'
16'
37"
69"
76"
94"
1121/2
o f
5w
1e
f ,
70'
88"
:.
108'
irr,
Q
124 112'
16"
34"
5r
z
12
61/2"
16'
37"
8B"
79"
10B'
118'
1361/2"
TRIM
fimigg-jow
on
13W
4W.,
148 iff
13'
51 2"
18"
37"
68"
76"
94'
!1r
14'
6 1J2"
!6°
3i
68°
79°
100"
12 "
142"
160 172"
TANI F S
TABLE 2
DOOR
TRACK ATTACHMENT
SPLICE
HEIGHT
A
B
C
D
E
I F
G
H
f
I J
K
I L
I IM
I N
6
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BF
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Ie�
�.�R
'7�0
68"
_•4
ERR
k.' yle
F'
.aa=�
i���
n
7'
3"
14"
27"
38"
46"
-66"
16"
W
8'
r
3"
14"
� �
27"
i3
i38"
,i '
46`
a66� 1
56"
a
68"
k :6'
78"
�
1
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r
-
tall
88"
93"
14"
27"
38"
48"
661
68"
78"
88"
1w,
it ..ram
10'
r.
3"
MM
14"
27"
8�
:38"
.
46"
66"
O
68"
ig' alm
S
_
wi
6
'
78"
88"
100"
112"
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MME,
-8ea
?:4ME
M
w
0
W0t.
,l
?
M
11'
3"
14"
27"
3'8p"
46"
66"
68"
78"
88"
100"
119'
124"
s
12'
'te
3"
a
14"
227"
4;�t'1_I7'
38"
46"
I ,,ffiffil=
w
.'_..
0a
T
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P
-.
66'
68"
78"
88"
100"
110"
122"
136'
T• �r� 4Y
is
G,.�5
fix€ %eti
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4"'
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27"
38"
46"
56"
68"
78"
88"
100
114"
122"
134"
148"
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".:7B"
Egg
y°.S' ,
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56"1
9
0r i
alsm
ilk' �
ANIfflei
' S4Y
68"
78'
88"
100"
114"
122"
134"
146"
160"
ATTACHRENr SPAONO +/- 2- AUDWED PATH STP OR SPF HQ 2 OR BETTER
TABLE 4
SacBun
%Md6
(A)
Pant] Type
cem,rul o Bce80n
Measured han lEh Edge)
lei I 2st Old
on On) (in)
,
8'0
Lo,r2
24.000
1 48.000{
72.000
0"0
Head
2A.025
43.000
71.375
B' 2
24600
49.000
73.600
8'2
Bead
25.125
• 49.000
72.876
-0
': _
4
26000
50.000
76,000
Oq4
Bead
25625
60.000
.7
0ia
Lag
25500
61.
.810
Hood
28.126
61.
76.876
omo
:-
.
"Via
ng
28. -
-52A00—
—78.000
via
Bead
2 0
02,000
77.316
99
9
Inn
26
F3.000
78.690
a 10
Ho
63.00D
78.876
uLDAg
~
9' 0
54. 00
B .000
7'0
Bead
27.626
64.
80.376
m tlID�6R14]b
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"y
DOOR
HEIGHT
STRUT SPACING(BASED ON RECOMMENCED SECTION
CONFIGURATION)
TOP
A
I 8
I C
D
I E
P
i G
H
1 1
T
�f
7'
41/2'
7°
i71i2.
38112"
69 w,
76 iir
1NM
op.
am
am
mm
}
881fr
e
7 2"
)'
it ilr
35112"
63112"
711t2'
tr D
9'
.. �� i,
4IW
E
7"
•7� �'�'
1411r
. �Whim
32112.
k
6011r
, 7 Y
631M
.+_ �F-;...
y.
\ L�
man
r�
f I , I
00112,
100112"
mg
4h172}
9=
mg
�,
m
am
1 a
*11umQ.
, o
10'
4.112'
7"
17112'
38lir
591&1
77 VT
96 1
-
112112"
11'
41W
7'
1711r
361/r
631/2"
7711r
89l/2"
107llr
.
124112'
—72'—
4112°
7'
17.1/2'
381l2'
59.17r
BOW,
101112=
119-1/2°
...... ....
136112'
13'
411r
7'
2,
171/r
m
381/r
691/2"
ME
77112"
No Y
951/r
mo'1
1131/r
99
131112.
M
1481/r
`110
171lr
361/2
691/2°
00112'
10711Y
1221l2'
1d31f2'
16011r
i
R
TABLE 3i
DOOR
TRACK ATTACHMENT
ISPUCE
HEIGHT
A
I B
I C
D
E
F
I 6
I H
I
J
I K
L
I M
N
I S
7'
3'
14"
27,
38"
46•
68"
68°
r
ffigm
76'
,"617
.iz
:•. `�
• .
i ge.
WV
m
MEN
IMF
m
MKT
�a
8'
3'
14°
2F
38'
48'
78'
88"
<
Miri
9' •
3'
14"
2r
35'
49'
66'.
68'
78"
88°
DO'
10'
,-.="'v-7"';-
3'
14"
27"138'
t99-L
46"
58."�.�-
66"
68'
-8e
78°
8r
100"
112'
- . ".
11'
x•
3'
.314'F..-
14"
7,r
27',
1 IM
38°
T Tar:
46"
".
66"
B {
BB'
fl1%
78"
goo?,
88'
100"
110°
124"
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46'
66'
88'
7s8""
88.
100°
11V
122'
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9 B9
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61*t36,
94 .Ef'
13'
3'
14"
27°•
38°
69'
68°
78°
8S.
I",
114.
12r
134
149"
7
OEM
6.
68'
78"
ice:'
8,
v -
1'.
B .
114'
122"
a;
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j 7
14'
3"
14"
27•
3B'
46"
66"
134°
146°
180"
ALL (RACK AITACfWMT SPAGRO 1+/ 2' AUOWW 99TR SYP N0.2 OR BCR n ONLY
TABLE 4 TABLE 2
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