HomeMy WebLinkAboutProduct Approval MIAMI-DARE MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street,Room 208
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.Eov/economy
Amarr Garage Doors
125 Carriage Court
Winston-Salem,NC 27105
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 other areas where allowed by the Authority Having Jurisdiction(AHJ).
This NOA shall not be valid after the expiration date stated below.The Miami-Dade County Product Control Section(In
Miami Dade County)and/or the AHJ(in areas other than Miami 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
manufacturer will 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:Model 950 Heritage&655 Oak Summit 1000,2000 Steel Sectional Garage Door up to
16'-0"Wide(DP+45.8,-49.3 PSF)
APPROVAL DOCUMENT:Drawing No.IRC-9516-169-26, titled"Model 950 Heritage&Model 655 Oak
Summit, (24 GA) 1000,2000, Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amanr Garage Doors,signed and sealed by
Tomas L. Shelmerdine,P.E.,bearing the Miami-Dade County Product Control revision stamp with the
Notice of Acceptance number 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,3800 Greenway Circle,Lawrence,
Kansas,model number,the positive and negative design pressure rating,indicate impact rated if applicable,
installation instruction drawing reference number,approval number(NOA),the applicable test standards, and
the statement reading`Miami-Dade County Product Control Approved' is to be located on the door's side
track,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 been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will 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 and removal of NOA.
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 inspection at the job site at the request of the Building Official.
This NOA revises NOA#13-0503.08 and consists of this page 1 and evidence page E-1,as well as approval
document mentioned above.
The submitted documentation was reviewed by Carlos M.Utrera,P.E.
NOA No 15-0505.13
Mtarn•Dane courtnr Expiration Date:September 4,2018
t5 Approval Date:July 16,201.5
Page 1
Amarr Garage Doors
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS "Submitted under NOA#13-0503.08"
1. Drawing No.IRC-9516-169-26,titled"Model 950 Heritage&Model 655 Oak Summit, (24
GA) 1000, 2000, Short,Long,Flush and Oak Summit Panels", sheets /through 3 of 3; dated
03/14/2003,with revision C dated 02/04/2013,prepared by Amarr Garage Doors, signed and
sealed by Thomas L. Shelmerdine,P.E.
B. TESTS "Sub»ritted under NOA #13-0503.08"
1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive
Environments per ASTM D1654&ASTM B117,prepared by Architectural Testing, Inc.,Test
Report No. C5463.01-106-18,dated 04/03/2013,signed and seated by Gary T.Hartman,P.E.
2. 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)Tensile Test per ASTM E8
5)Forced Entry Resistance Test per FBC,TAS 202-94
along with marked-up drawings and installation diagram of 9'x 7' 24 ga steel garage door
Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0205.01-13R,
dated 04/02/2013 and 06/13/2013,signed and sealed by David W.Johnson,P.E.
3. 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
along with marked-up drawings and installation diagram of 9'x 7' 24 ga Model 950D Heritage
with Durasafe,24 ga Sectional Steel Garage Door,prepared by American Test Lab,Inc.,Test
Report No.ATL 0311.01-03R,dated 06/22/2006,signed and sealed by David W.Johnson,
P.E. "Submitted under NOA #08-0718.03"
C. CALCULATIONS "Submitted under NOA #13-0503.08"
1. Anchor calculations prepared by Structural Solutions,P.A.,dated 04/11/2013,signed and
sealed by Thomas L. Shelmerdine,P.E.
2. Anchor calculations prepared by Structural Solutions,P.A., dated 02/09/2012,signed and
sealed by Thomas L. Shelmerdine, P.E. "Submitted under NOA#08-0718.03"
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 the 51'edition(2014)FBC and no financial interest
issued by Structural Solutions,PA.,dated 04/08/2015,signed and sealed by Umas L.
Shelmerdine,P.E.
. 07 �a Z01S
IGV'
arlos M.Utrera,P.E.
Product Control Examiner
NOA No 15-0505.13
Expiration Date: September 4,2015
Approval Date:July 16,2015
E-1
IfULI a rNt rRK MfltrKLI ;.,•,�, ;•-;: TOP AND 8077014 FIXTURES _
BRACKET ATTACHED'V/C2)
S 1/Q' 18GA. R-TRUSS ATTACHED 1/4' x I/2' BOLT AND NUTS
W/ (2) 1/4' x 3/4' :•a'•:".".:_:c:"i _
HEX HEAD SCREWS AT r
EACH CENTER STILE
24 GA >aM EXTERIOR SKIN
x/8AKE0 ON POLYESTER FINISH
5 TYPICAL DURASAFE CENTER RING£ S
a N.T.S. \ L- / (SPLICE)
R^TRUSS
PER SECTION
i STILE STIFFENERS (7)
T LOCATED IN HINGE HOLES)
(TOP) DN TDP SECTION ONLY (THROUGH)
H
HOLES FOR STRUT
3
ATTACHMENT ([F STRUT F I S 19 REOMCD)
THROUGH
i - E
4c
ID O B
O
SEE (TABLE
C TYPICAL STILE STIFFENER 5FDR JANs BI
A B N.T.S 5 1/2'H X 18 GA. (5' R-TRUSS) TRACK CONFIGURATI
GALV. STEEL R-TRUSS ATIACH£D
V/ (4)1/4' x 3/4' HEX HEAD
IN PAGE 3 SEE (TABLE 1) ON PAGE 3 SCREWS AT EACH END STILE
:HEHTS FOR STRUT SPACING AND WS 1/4' x 3/4' HEX HEAD
SCREWS AT EACH CENTER STILE
16•-0' MAX
INSIDE ELEVATION (2) 3' 2DGA.STRUTS
ATTACHED V/
H.T.S. (2) l/4' X 3/4'
14 HINDURAA ACFI£A HEX NERD SCREWS
W/ (2) GE x ATTACHED
AT END AND CENTER
STILES
/41
HEX HEAD SCREWS CONT STEEL RETAINER A ATOM I
14GA DURASAFE TWO (2) ROWS IY V/ BOTTOM SCAT g 1F411IDTOF
ROLLER CARRIERS ATTACHED THREE (3) INCHEVENTS ���.
TD END STILE W/ (3) 1/4' x 3/4' EQUALS 15 S0. INCHES s. AIM SFbT
HEX HEAD SCREWS PER CARRIER J $EC-Q0N A�=A �{DE OE G
N=ooUCTR8VL%D MAX SIZE
• Y�wi14 We F7cKid1� 18' x 14'
Yit(�IC'1 j�V19FsD
SLIDE LOCK ENGAGES INTO VERTICAL Avoqpunm No 3 03CDD*YiyV4MISDF1061 I DESIGN LOAD!
TRACK DN BOTH SIDES 5/8' H1N Telidl7 COLO o }45.6 PSF
ENGAGEMENT (SNAP LATCH,OR LOCK 0PTIONAL VENT DETAIL 6 Na 3- SQ •d -.49.3 PSF
BAR OPTIONAL) ATTACH W/(2) I/4' x �j
3/4'HEX HEAD SCREWS �r h�1dOC!COIIM� ErJil 3
l HINGE 3
lily
�i Prtdlwt >,pu1
80 GA GALV. STEEL END STILE 5/16' x 1 3/8' LAG LARGE MISSLE
ATTACHED WIIH(7) TOG-L-LOC CREW (1) PER 7' 16 GA END CAP BEHIND IMPACT
TO DOORS SKIN AND (2)N JAMB BRACKET TOP AND BOTTOM FIXTURES RESISTANCE
TOG-L-LOC AT THE 70P AND 3' 20GA STRUT .._
BOTTOM RAIL ATTACHED V/
(I)7/18'DIA. X 1/4' X 3/4' LARGE M I S S L E
HEX HEAD SCREWS
PER R ETALLEIt ER AT END AND CENTER
STILES IMPACT RESISTANT
165 CARRIAG
. ..:..::::.::: :i
THE HORIZONTAL JAMB OR HEADER RECEIVES NO PORTION OF THE LOAD
TRANSFERRED FROM THE DOOR,
2. EACH VERTICAL JAMBS RECEIVES MAXIMUM DESIGN LOADS OF:
+366.4 LBS/FT & -394.4 LBS/FT
3. DOOR AND HARDWARE WALL BE DESIGNED, MANUFACTURED
AND INSTALLED PATH STANDARDS AS SET FORTH BY DASMA.
4. DOOR SECTIONS SHALL BE 24 GA. (.0216) MIN. EXTERIOR SKIN
ROLLED FORMED, W/ BAKED ON POLYESTER FINISH INTERIOR OF GARAGE
5. DOORS UPTO 7'0" HIGH CONSIST OF (4) SECTIONS AS SHOWN.
USE (1) 5 1/2" R-•TRUSS PER SECTION & (2) 3" 200A STRUTS AT BOTTOM SECTION —#- MAX. YADTH 16'0" •+-
6. DOORS OVER (4) SECTIONS REFER TO TABLES 1 AND 2
ON PAGE 3
7. SUPPORTING STRUCTURAL ELEMENTS SHALL BE DESIGNED
BY A REGISTRED PROFESSIONAL ENGINEER FOR WAND LOADS DESIGN LOADS m� _
INDICATED ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. +366.4 LBS/FT SEE NOTE 2
8. THIS APPROVAL REQUIRES THE MANUFACTURER TO DO TESTING -394.4 LBS/FT
OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS
NOTICE OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE
CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM
E-8 BY A DADE COUNTY APPROVED LAB SELECTED AND PAID BY
THE MANUFACTURER. EVERY 3 MOMS, 4 TIMES A YEAR, THE
MANUFACTURER SHALL MAIL TO THIS OFFICE: A COPY OF THE
TEST REPORTS YATH CONFIRMATION THAT THE SPECIMENS WERE PROd]K MMIviSI
SELECTED FROM COILS AT THE MANUFACTURER PRODUCTION
FACILITIES. AND A NOTARIZED STATEMENT FROM THE mo kbt
MANUFACTURER THAT ONLY COILS WITH YIELD STRENGTH OF
34,600 PSI OR MORE SHALL BE USED TO MAKE DOOR PANELS FOR AaeptoomNOL
DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. ExpfivOGA00 0
1Prodm
IV DEStR TTI
WOOD JAMB ATTACHMENT TO STRUCTURE A 'fA`"T
8 UDW W,
P X 6 VERTICAL JAMB TTACHMENT_TO WOOD FRAMEST�1(TURF D PEW
5/16' X 3' LAG SCREWS STARTING 6' FROM ENDS THEN 12' O.C. d 1/2' EMBEDMENT)
P X 6 VERTICAL JAMB ATTACHNENT TO ,2,000 PCI CONCRETE MAX SIZE
HILTI KW1K DOLT 3/8' X 4' STARTING 6' FROM ENDS THEN 24. O.C. (2 1/2' EMBEDMENT) 16' x 14'
HILTI SLEEVE ANCHDR 3/6' X 2-3/4' STARTING 6' FROM ENDS THEN 12' D.C. (1 1/4' EMBEDMENT)
ITV/RAMS£T REDHEAD (TRU-BOLT) 3/8' X 4' STARTING 6' FROM ENDS THEN 22' D.C. (2 1/2' EMBEDMENT) DESIGN LOAD:
2 x A VERTICAL JA14B ATTACIattFNT 113 HOLLOW C-90 BLOCK +45.8 PSF
SIMPSON 1/4' X 3' TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS -49.3 PSF
(3' APART) AT.8' O.C. U 1/2' EMBEDMENT)
HILTI 1/4' X 2-3/4' KWIK-CON II+ SCREWS STARTING 6' FROM ENDS, USE PAIRS OF
FASTENERS (3' APART) AT 8. MC, 0 1/4' EFIBEDHENT)
9 X 6 VER11CAL JAMB ALTACHNENT T❑ GROUTED C-90 Bi nCK (2000 PSI GROUT>
HILTI SLEEVE ANCHOR 3/B' X 2-3/4' STARTING 6' FROM ENDS THEN 14' O.C. Q 1/4'
EMBEDMENT) (OR, USE FASTENERS FOR HOLLOW C-90 BLOCK) LARGE 1AISSLS
J
xLAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. IMPACT
RESISTANCE
xPREPARATION OF WOOD JAMBS BY OTHERS
o .
0 WDDD CONCRETE HOLLOW BLOCK GROUTED BLOC
IC
I STRUCTURE STRUCTURE STRUCTURE STRUCTURE
a
--1 165 CARRipAW
D E F G H I T kno I illy "I/
lQ!0 Strad 26.218 48A08 I 71.694 04-782
30,0W 60LOODI $0.000
Boo XM 60=1 89.376
lorlo
Vifi) • -T2-!o -25-.W 48Al2 72.000 05.188 118,078 1361 2111 21lo 2111 2111
38 1121' 591/211 76 112" _WTO LM 27.250 49.626 72.OW 94.T76-Ti-675-0
Rz mmlim"i
2 49.&M
'2 SbW 26 1;
73.WO DOM
12 6' 21" 19' To 19
r2
I7-0 -R-d 24.625 40.313 .000 STM-TI-937f,
" '! f!, �5 119.M
-gL2- LOW 27.ir?8 60.084 73.000 1 95.916 118.832
35 1/2" 53 1/2" 71 1/2" 88 1/2" TZ�2- BeM 2&125 49.= 73.000 96,SW 120,876
UK -AN
7." Shod TM w 1w.m
q
M
-38- .1
.2 >.,.+.i_r•...pkl�kl -.fi
.."I'm
q .. It',I
X,
28.1W 51.0M XW .916 T19.832 II II
32 1/2" 50 1/2" 68.1/2" 86112" 100 1/2" 25.80 49.613 ?4.00 W-1-88 T22-376 1116, 2111 2111121
18
76.000--a.-m-123.860-
iz;6 short 28. 670 a
Long 27.3405 98.830 MAW
5.wo
lU-
.8
0*511
-TF6 BeW 2a.126 60.M 76.0W 99.438 123-675
38 112" 59 1/2" 77 1/2" 96 1/2" 112 112" lV8 Sw 27.340 61,670 XWO iOO-3M 124-OW 10'6' 2111 2111121" 21
180� it 1z Lon 28,=62.100 -16,000 KWO 123JW
um 26.Wr,--rjr3T3-70-00i�'-_F001-60 126. 7
ir;:10 Shat 27. 6722-50-77-00-0 TO 1.7-50 120.56
35112 163 1/2" 71 1/2" 891/2, 1071/2 124112 f2-Ii-10 . ZM-77.00 009W T-24eW 96' 21" 19' 18' 19'
Vill) Bead 27,126 52.063 77.000 101-938 .875
2 2
"" r
27 0
_,q!
7.6
R2
1W.000 128-000
'641 2v"i-,mo I tw:.142 Z' I 73T,0- SW 28.000 53.000 78-000
6
13%0 Lom 104.IM -
38 1/2" 59 1/2" 80 1/2" 101 112" 119 112" 1361/2 A
....... - 13*10 57-4113 -m"w V Of 21" 21" 211119
A 11 Ir: ri IT!2 Sha! 29.0W 81.000 70.000 104W T29.000
IT
7-1 NEW 326- M2 Lung 31.200 65.100 79.0W -T011 0-00 -120-.SFO gpl
38 1/2" 69 1/2" 77 1/2' 95 1/2" 113 1/2" 131 11T 1481/2" 13r;2 Bead 28.125 53.563 79.ODO W4.438 129.875
ITA Slut 28.8W 64.400. SMODO 05.600 W.200
iT;4 I Lav 29.600 15A.PWI 80.0DO 105.100 130,200 T 6`1 19, 19, lull let
W,-jffl- ._
T '19z� 'i ITA Bead 28.625 54.313 80. 105.688 131.376
138 1/2"1591/2 180 112" 101 1121' 1221/2 1431/2" 160 -1131:6- 8 W.8-00 65.400 81,000 IMM 132.200
13'.U- LWQ W.8-W W.9-00-6-1.000 vs10D 131.2W if
1718 Bead W.1-2-3-55W. eW 76-699 3=876 661 211118 1 19' 21"
-13' Shat6hM 30.0-RAQ-0-82 000 0. 133.200
T3-3.200
17,8 L" 31.260 5U25 82.000 107.376 132.750
Me Bead 29.625 55.613 82,W- 108.188 134-376
131101 Shod 30881 67.1031 62.936 108.7ff W.488
=101 Lag 131.340 57-170 810DO 10&930 134.660
13!1101 Bead 30,'125 58- 83.000 AD9.438 135,875 1
WO I Short 31.5%67.763 83.= I0.113 .288 1
14'�() 1 Long 33.2W 58.625 84.ODD 109.376 1,34.750
TRACK ATTACHMENT SPLICE Tao Lead SOMA,67, -W.0-00 -1-1O.W 137.376
-1,V4 Shod 32.764 . 6 84.93W8 111.413 137.858 A hTAM X
E F G H I J K L M N 8 14'12 Long 33.34Q 59.170 85.000 I10.830 136.660
-------- 141:2 BW 31.125 58.063 85.000 111.�4-38.875
6 4 `3�
0
14'; SW 32.3B8 69.163 85.038 112.713 139.488
OR go SRff I
.1-i�, 4
Ns n WT- -
14" Long R.90 70 W.M0 111.8m 131.660
46 66, 687. 76 14'; BeM 31,626 68.813 68.000 MASS 140378 MAX SIZE
14!16 Shat W.-186 T9 TOW-66-938 114.013 141.085 PRODUCT REVISED
W W
5040 6177Z TRW i MUD Tam
-P 0 con 04 WM fto FINW8
2 i-P.8 Bead 32.125159.SW 81.000 _T4 4-35 T41$75 DESIGN LOADS
46" 56" 68" 78" 88 14-,8 Short 33.168 6QA3 87.M 116.3131142.688 a W@ C06 +45.8 PSF
v Amepagn No 15-ails.is
23.218 44.812 66.408 a8.00D 109.6% 131.183 152.782 -49.3 PSF
32-076 W.U13 $$.000 ii5.M 143.375
I-010 SW 33.08 61.263 88.9WMB V8.613 144.29
4611 56". 68" 78" 88" 1001, 164_,00
14'110 Low 23.WO 46.6%) OFF06- 89.0W 110.700 IY2-.400
4'110 Boo W3.12 61.063 89.WW 18.0 IRS 6 mbw Oak pfoald cmdw
11Y.0 Shod 33.1038 Gl.W8 89.9118
117. T45.M
gg
11 - 1610 LON .9004iil.'100 .400
. 46 56" 681117811 8811 1100 112" 1 Bead 33.625 61.813 9D.6W 1W68,140.370 LARGE MISSLE
?I -- -- - 'W-'62-- IMPACT
• lV2 SW .388 .663 90-M8 RESISTANCE
14"'
0
1
7j103
0 _,70
10
7.163
6
58_625
14"0 67,
14-�2 68.846
F 4',2
4.2
4
6
'25
2 a8-000
15 33 08
SW
r23 89.0W
12 1 .
lli,.W8
'5"0'
M.213
am.-22w. W-2 25.WO 00 1.000 T12.700 1P.400 be-100 p1tower REVISUP
of 10011111011
46" 56' 6841 17811 88 124 -ru-r--cw-��.000 W.QW 7e.200 104-sw T30-400 TW-70-w
SWIMV Cod*
OZ �-14.376-136,760 k159.126.
24.875 47.260 -69.U5--
AW&W Not
ma TV'44E-z-34,625 83.313, 92.000 .6W 149.375
0 -W.-8 Wit 23.436 46.6241 W.812 93.000 116.188 1-39-378 162A4
46' 66" 68" 78" 88" 1 0" 1117 122" 136 --
IT-70 -Lav 24.9W 47.6001 70.300 1 93.000 IlIK700 4111.4�ILI 161.100
683
24.620 47.4171 70.209 1 03-ODO I t3a.683 let.376
SW 24.438 47.
6.t
Xz!'j, .f82Y- Bow 11&792 t .683 l6f ny
• .370 103.
Kaqnil)"ft"I cost
'117-185 1
'2 4
IF! 6241 7 94 139.400 162,100 763 CARRIAW
46" 6611 88 10011 11411 122 to 1 34!' 148" 8 twa MOD 4S.W 12I.S30-0 L--
-BPad 25.026 48.037 241R61--97-01' 139.9a3 62.975 MODEF