HomeMy WebLinkAboutNOA- DISAPPROVEDBY
MIAMF
QCAU�
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA
Best Rolling Doors, Inc.
9780 NW 79" Avenue
Hialeah Gardens, FL 33016
tnp� . pproveA
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
(RER) 11805 SW 26 Street Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
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
(1h Miami Dade County) and/or the AHJ (in areas
product or material tested for quality assurance purp
manner, the manufacturer will incur the expense of
suspend the use of such product or material wit]
acceptance, if it is determined byMiami-Dade Cour
meet the requirements of the applicable building cod,
This product is approved as described herein, and ha.,
Zone of the Florida Building Code.
DESCRIPTION: Model S10-6565 30'-41/2" Wii
APPROVAL DOCUMENT: Drawing No. 17-466
through 4 of 4, dated August 16, 2017, prepared by E
P.E., on February 14, 2019, bearing the Miami -Dade,
I
Acceptance number and the expiration date by the M
I
NIISSILE IMPACT RATING: Large and Smal
LABELING: A permanent label with the manufac�
positive and negative design pressure rating, indicat e
number, approval number (NOA), the applicable tes,'t
Product Control Approved' is to be located on the do,
I
ited below. The Miami -Dade County Product Control Section
ier than Miami Dade County) reserve the right to have this
-s. If this product or material fails to perform in the accepted
-h testing and the AHJ may immediately revoke, modify, or
their jurisdiction. RER reserves the right to revoke this
Product Control Section that this product or material fails to
been designed to comply with the High Velocity Hurricane
Steel Roll -up Door
9b, titled "Model S 10-6565 Steel Roll -Up Doors", sheets 1
est Rolling Door, Inc, signed and sealed by Frank L. Bermardo,
County Product Control revision stamp with the Notice of
iami-Dade County Product Control Section.
Missile Impact Resistant
rer's name or logo, manufacturing address, model number, the
impact rated, installation instruction drawing reference
standards, and the statement reading 'Miami -Dade County
)r'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.
TERAUNATION 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 NCIA 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.
LIMITATION: Roll -up mechanism is not part o� this approval.
ADVERTISEMENT: The NCIA number precede' d by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising li"Iterature. If any portion of the NOA is displayed,. then it shall be
done in its entirety. I I
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 o�ilthe Building Official.
This NOA revises NOA #17-1031.07 and consisis of this page 1, evidence submitted pages E-1, E-2 & E-3, as well
as approval document mentioned above. I !
The submitted documentation was reviewed by 4elmy A. Makar, P.E., M.S.
IKMIAMI-DADE 0:=)UNTY NOA No. 19-0318.04
1
�Fjayaenoj Expiration Date: 01/27/2020
o 4- / z lrh Approval Date: 04/25/2019
Page I
Best Rolling Doors, Inc.
A. DRAWINGS L
1. Drawing No. 6565 2009, titled i Model S1 0-6565 ", sheets I through 3 of 3, dated
0410612009, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H
Dixon, Jr., P.E. I
B. TESTS "Submitted under NOA # 09-1103.05"
1. Test reports on 1) Uniform Stat I ic Air Pressure Test, Loadingper FBC, TAS 202-94
2) Large Missile Impact Testper FBC, TAS 201-94
3) Cyclic Wind PIressure Loadingper FBC, TAS 203-94
4) Tensile Test 'er ASTMA3 70-05,
Along with marked -up drawings and installation diagram of Model S1 0-6565 Steel
Garage Doors, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL # 5589, date 01/1 009, signed and sealed by Michael R. Wenzel, P. E.
I
C. CALCULATIONS "Submitte nderNOA # 09-1103.05"
1. Calculationsfor attachment o "C "channel guide to steel or concrete jamb, dated
0 712312009, prepared, signeda.nd sealed by Joseph H. Dixon, Jr., P. E.
D. QUALITY ASSURANCE
1. Miami -Dade Department ofPprmitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS I
1. Notice ofAcceptance No. 11-0926.07, issued to Dyplast Products, LLC, for their
Expanded Polystyrene Block 6pe Insulation, approved on 11/1012011 and expiring
on 01/11/17. 1
F. STATEMENTS I
1. Statement letter of code conformance to 2010 FBC, dated 0110312012 signed and
sealed by Joseph H. Dixon, Jr., P.E.
I
"Submitted under.NuA # 09-1103.05"
2. Statement letter ofno financial interest, dated 10/1612009, signed and sealed by
Joseph H. Dixon, Jr., P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 914-1006.06
A. DRAWINGS I i
1. Drawing No. 6565 2009, titled "Model S1 0-6565 ", sheets 1 through 3 of 3, last
revision dated February 25) 2015, prepared by Best Rolling Door, Inc, signed and
sealed by Joseph . ixon, Jr., P. E., on March 20, 2015.
��Relmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2019
Best Rolling Doors, Inc.
B. TESTS
1. None.
C. CALCULATIONS "Submitted under�NOA # 09-1103.05"
1. Calculationsfor attachment of 'C " channel guide to steel or concrete jamb, dated
0211512015, prepared, signed and sealed by Joseph H. Dixon, Jr., P.E.
D. QUALITY ASSURANCE I I
1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER).
E. MATERIAL CERTI]FICATIONS
1. None.
F. STATEM[ENTS
1. Statement letter of code confor!mance to 2014 FBC, dated 0312012015, signed and
P.E.
sealed by Joseph h. Dixon, Jrl'
1
2. EVIDENCE SUBMJTTED UNDER PREVIOUS APPROVAL #17-1031.07
A. DRAWINGS
1. Drawing No. 6565 2009, titlid,"Model S1 0-6565 ". sheets I through 3 of 3, last
revision dated February 25, �015, prepared by Best Rolling Door, Inc, signed and
sealed by Joseph H Dixon, Jt., P.E., on March 20, 2015.
B. TESTS
1. None.
C. CALCULATIONS "Submitted
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County
E. M[ATERL&L CERTIFICATI
1. None.
F. STATEMENTS
1. Statement letter of code coi
sealed by Frank L. Bennare
NOA # 09-1103.05"
P. E.
ofRegulatory and Economic Resources (RER).
to 2017 FBC, dated 1012412017, signed and
E -2
�" yl avz-'� -
L:;'�elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2019
Best Rolling Doors, Inc.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 17-4669b, titled "M del S1 0-6565 Steel Roll- Up Doors ". sheets I
through4of4, datedAugust1d. 2017, prepared by Best Rolling Door, Inc, signed and
sealed by Frank L. Bennardo, PI.E., on February 14, 2019.
B. TESTS
1. None.
C. CALCULATIONS "Submitted undei NOA # 09-1103.05"
1. None. I
D. QUALITY ASSURANCE I
1. By Miami -Dade County Depar, tment of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter ofcode con 0 mance to 2017 FBC, dated 1012412017, signed and
sealed by Frank L. Bennard�, P. E .
Y" W WL�
&10elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2049
E -a
... ...
FRANK L BENNMO, P.E.
0046549
S TEEL ROLL -UP DOORS
j�
MODEL S10-6565
02,1 1�4,12
1E.
-IF
STATE
44.
lz 0
—
ran 'Um
�ml 'oi
HOOD -24GA
(oPnONAL)
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GENERAL NOTES:
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1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND
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ug � < 6
j g,
TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH
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EDITION (2017) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY
a
HURRICANE ZONE, PER TAS 201, 202, AND 203 STANDARDS.
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2. POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED
3: EIM
PER SEPARATE
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ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
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ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL
BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN (TABLE 1) FOR ANY
ASSEMBLY AS SHOWN.
3. ALLOWABLE DESIGN PRESSURES NOTED HEREIN ARE BASED
u
ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY
FACTOR.
z
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE
CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPA�g
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SITE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS
cy-
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3
DOCUMENT. THESE INSTALLATION INSTRUCTIONS ARE PART OF A
PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN
—CONJUNC-TION-WI-TH-T.HE-EVALUATION
.0 8,
u u
"
REPORT SUBMITTED FOR THE
SAME PRODUCT APPROVAL.
o
-1 iE 10
S. SLATS TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY
STEEL WITH MINj.%� 50 KSI AND G-90 GALVANIZING PER A.S.T.M.
u
A-653�ORJAA.S. 4 SERIES STAINLESS STEEL MANUFACTURED
M
WITH NIMUM YIELD STRENGTH OF Fy = 50 KSI.
< z
a2
6. WINDLOCKS SHALL BE 11 GA PLATED STEEL. A.S.T.M. A--1011
7. ALL ASSEMBLY BOLTS TO BE S.A.E. GRADE 2 CADMIUM
PLATED OR GALVANIZED STEEL.
RIVETSTO BE STEEL,
0
o Q
8. ALL A.I.S.I. 1035 CADMIUM PLATED,
STAINLESS STEEL OR ZINC PLATED W1 Fy= 37 000 PSI
9. INSULATION MATERIAL SHALL BE EPS-6PANDED
POLYSTYRENE INSULATION MANUFACTURED BY DYPLAST PRODUCTS
LLC COMPANY, MIAMI-DADE COUNTY NOTICE OF ACCEPTANCE #
_1 _�2
16-1129.05 OR LATEST VERSION.
LLJ
10. DOOR MAY BE INSTALLED ON THE INSIDE OR OUTSIDE OF AN
EXTERIOR WALL DOOR IMPACTED ON BOTH SIDES.
co
1
11 GUIDE DETAILS CAN BE USED IN ANY COMBINATION.
12: ROLL -UP MECHANISM AND HOOD ASSEMBLY ARE NOT PART
SEE TABLE 1 FOR I 4AX OF THIS APPROVAL.
13. THIS DOCUMENT CONTAINS INFORMATION RELEVANT
CLEAR OPENING WIDTH
TO
THE NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM
INSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCED
WHICH ARE PART OF THE INTERNAL FABRICATION OF THE SPECIFIED
STEEL ROLL -UP DOOR STEEL ROLL -UP DOOR
SYSTEMS OR ASSEMBLIES SHALL BE PER MANUFACTURER PUBLISHED
SPECIFICATIONS.
SCALE:KTS ELEVATION SCALE: NTS SIDE SECTION
14. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS
OUTLINED HER EIN
15. EACH DOOk ASSEMBLY SHALL BEAR A PERMANENT LABEL ON
FACING THE EXTERIOR WITH THE FOLLOWING MINIMUM
INFORMATION:
16. CONTRACTOR SHALL BE RESPONSIBLE TO INSULATE
TABLE 1: MAXIMUM ALLOWABLE PRESSURE AND CLEAR OPENING VylDTH
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
17. WATERPROOFING IS NOT PART OF THIS CERTIFICATION AND
h
�MAXIMUM CLEAR OPENING WIDTH MAXIMUM ALLOWABLE PRESSURE
SHALL BE CERTIFIED BY OTHERS.
S10-6565 30'-4 1/2" +65psf -65psf PRODurr rlFvisrl*,)
x -m�plyma "rit;� ffi'fl'!."'*l'j.'
17-4669b
SCALE: NTS UNLESS NOTEE
iD
SLAT TO CHANNEL
SCALE: NTS SECTION
518 r----1 1/8 1
SEE TABLE 2
FOR SPACING
L Z`X2 CONT.
W-0 F-7 3116
START 5"FROM BOTTOM
SEE TABLE 2 FOR SPACING
fERY OTHER BOTTOM SLAT-- WATER STOP
INCLUDING (BY OTHERS)
*OM SLAT
EXIST SLAB/FLOOR------"��
SURFACE (BY OTHERS)
r -"\ BOTTOM SLAT
2
SCALE:NTS SECTION
EXISTING STEEL HOST STRUCTURE
LSEE TABLE 2
FOR SLIP
CHANNEL JAMB TO STEEL 1
(MODEL S10-6565)
\'2� SCALE: NTS SECTION
PROVIDE I" LONG �1'11
FILLET WELDS EVERY
16" O.C.. START WELDS PEOV-6549
AT 1- FROM ENDS, TYP. -y -A
Fy 50 KSI MIN.
3/16" MIN. STATE OF
"THE STACKED DOUBLE ANGLE OPTION SHOWN
IN THIS DETAIL MAY BE USED IN LIEU OF THE
PROVIDE V LONG 3/16"
SINGLE ANGLES LISTED IN TABLE 2. TOTAL
Fl LLET WELDS EVERY
THICKNESS (T) SHALL MATCH OR EXCEED THE
16" D.C.. START WELDS
MINIMUM THICKNESS LISTED IN TABLE
AT 1 " FROM ENDS, TYP
WALL ANGLE STACKING OPTION
SCALE: NTS
SECTION
ANCHOR,
SEE TABLE 2 F,
L
L 2'X2 Y4'X-: CONT
ASSEMBLY BOLT 5/16"
X 1 10 W/ WASHER a
NUT. FIRST @ 5- FROM
BOTTOM. REST @14-
EXISTING
,CONCRETE
HOST
STRUCTURE
(4KSI MIN)
rxUVUCTRrVlSED
I '�p
-
IZ
LSEE TABLE 2 \--4 j3b
(a�—j FOR SLIP
CHANNEL JAMB TO CONCRETE 1
(MODEL S10-6565)
SCALE: NTS SECTION
[FRANK L BENNZ P �E
F=Wf. SENNARD0, P.E.
4
W Up -g6 g
WED '�U) �..- .
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x
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zx
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Do
JAMB CONNECTIONS
MODEL#S10-6565
No
0046549
EXISTING STEEL
HOSTSTRUCTURE
2.00D' MINIMUM EDGE DISTANCE OF 6 DIAMETERS (41 EXISTING STATE,
1.125' 1 .. . "
I r I ... —. . I HILTI MK BOLT 3—\ i - CONCRETE HOST I C,
k' - 1 1.1—
S/ ANCHOR,
8' 0— 3/16;"�& 6NG SEETABLE2
- STRUCTURE (4KSI
MIN)
W
aj
Ir
U
Iz rc b
5
0.875"
z0
W r4 0
U, o
ASSEMBLY BOLT 5/16" X 1 1/2" W/
WASHER & NUT FIRST @ 6" FROM
BoTro REST@14'0.C.
M
J%R
a H
'q
V) O� 1,
U.1
START S' FROM
2 3 BOTTOM,SEE s/s-0 3/16-
0 U.1
0
V
Q-41!
FORSUP TABLE 2 FOR 3
SPACING 2 S STABLES
Up
SUP
Lj
CHANNEL IAMB TO STEEL 2 CHANNEL JAMB TO CONCRETE 2
(MODEL S10-6565) / �2 (MODEL S10-6565)
SCALE: NTS SECTION 3 SCALE: NTS SECTION
U
ZE
0 z
-0
0
DIAGRAM
U
(CHANNEL)
-- PRODUC'R-
7
SO&
/7
TABLE 2: MODEL #S1 0-6565 JAMB CONNECTIONS
Z
0
z
ANCHORS TO CONCRETE JAMB
FIELD WELD TO STEEL JAMB
WALL ANGLE THICKNESS
fc= 4000 psi
Based on a minimum wall angle
Gr50 Fy = 50 ksi
DOOR
OPENING
SLIP
EACH
thickness: 3/16"
WIDTH
END
WALL ANGLE TO JAMB
CHANNEL GUIDE
CHANNEL GUIDE
HILT[ KyAk Bait 3
PLUG WELD
PLUG WELD
E-GUIDE
Z-GUIDE
WALL ANGLE
CHANNELTO
STEELJAMB
CONCRETE
TOJAMB
WALLANGLE
JAMB
dia. x embedment x spacing
30'4-1/2"
1.50
5/8"x 4" @ 6-1/2" D.C.
6/8"di X3116'
5/8" dia. x 3/16"
3181,
3/8"
@ 6-1/2" D.C.
@ 10"O.C.
251-01,
1.50
5/8"x4!'@9-1/2"o.c.
5/8"dia.x31*'
5/8" dia. x 3/16"
5/16"
51`161
@ 8" D.C.
@ 12"o.c.
I
20'- 0"
1.50
518"x 4" @ 13-1/2" D.C.
5/8"dia.x3/1V
5/8" dia x 3/16"
1/4"
114"
@ 12"o.c.
@ 14.'o.c.
16'- 9'
140
5/8" x 4" @ 16" D.C.
5/8" dia. x 3/16"
5/8"dia. x 3/16"
1/4!'
1/4"
@ 14" D.C.
@ 14"o.c.
14'- 9'
0.75
5/8"x 4" @ 16" D.C.
5/8" dia. x 3116"
5/8" dia. x 3116"
3/16"
3/16"
@ 14" D.C.
@ 14' D.C.
12'- 0"
0.50
5/8"xV'@ 16" D.C.
5/8" dia. x 3/16"
5/8" dia. x 3/16"
3/16"
3/16"
@ 14" ox�
@ 14" D.C.
8�- 0"
0.25
5/8"x 4" @ 16"o.c.
5/8" dia. x 3/16'
5/8" dia. x 3/16"
3116"
3/16"
@ 14" D.C.
@ 14"o.c.
4'- 0"
0.50
5/8"x 4" @ 16"o.c.
5/8" dia. x 3/16"
518"dia. x 3116"
31
@ 1,V' O.C.
@ 14"o. c.
vx
6
-4
Vvy 4
TABLE 3: MODEL #S1 0-6565 JAMB REACTIONS
Design
Wind Load
(PSQ
Opening
Width
Design
Slip
vx
(Iblit)
VY
(Ibilt)
,501-50
121-0"
1/2"
1213
302
16-0"
V
1459
402
20'-0"
1 1/2'
1739
502
25'-0"
1 iw
2501
627
30�4112"
1 112"
3389
761
+551-55
12'-0"
1/2"
1 1362
332
16' -0"
1"
1 1620
442
201-1.1
2"
1 IL
1 1923
552
25'-0"
1 112 ;
690
30� 4 1/2"
1 1/2"
1 3732
838
+60/-60
12'-0"
I/Z'
1510
362
161-0"
1.1
1782
483
20'-0"
1 1/2"
2106
603—
1 1/2"
3014
1 752
.�%O'.
112
4075
1 914
12--0-
1/7'
1659
393
161-0"
ill
1943
523
20'-0"
11/2"
2290
3
2V-0"
11/2"
3271
V19
30'- 4 112"'
1 1".
4418
990
LU
C0
HI?
17-4669b
SCALE: NTS UNLESS NOTED
FRANK L BENNARDO, P.E.
SY TEM COMPONENTS It 1 PE,10046549
S10-6565
�j
�61 , i �,,,
-0 7,�'14�120
0.875 No PE004654�
FRANK L�a
46�9 ONARDO, P.E.
0-0 0.550 T
0 ST ATE 'F ID C,
2.415 0
0.125
17/640
a: rn ��i 0
HOLES 2
0.750
PLACES FOR m Li
24 .500 1/4"0 RIVETS 2.415 w , '!,-
GA 2.500 24 GA 3.250 z 'a 3�
U,
(SEEGE—S)
Lu (9
2.500 �o CO zz
3.250 7 z
w
0.8125 O� LL, gaz
w
1.500 ID
2 .1 0.560 HH 0.175
PLAIN INSULATED
J..2, Li
F �LAT S �LAT M 0 �de I S 1 �O- 6 5 �65 WINDLOCK u
SCALE: NTS STEEL' �-SF-EEL �(-TM A�-101 1) u� Z
'SLATSTEEL.NOTE'
0 u
0 z
SLAT To BE ALS.T.M. A-653 GR 50 STRUCTURAL QUALITY STEEL WITH MI . 0 > u
FY= 60 KSI AND G-90 GALVANIZING PER A.S.T.M. A-653, OR A.I.S.I. 304 < Z. g-ga
SERIES STAINLESS STEEL MANUFACTURED WITH A MINIMUM YIELD
u
STRENGTH OF FY 50 KSL 9
(3 -'rRi m
Z 3�
< z
(3
0
1.25W
1.335-
Lu
0.073"
�0.375`
Cod-
17-4669b
SCAM NTS UNLESS NOTED'
4 CHANNEL GUIDE (Model S10-6565)
7 uc! con,�!
R SCALE: NTS STEEL (FY=30KST MIN.)
MIAM
QWJMU
DEPARTMENT OF REGULATORY AND ECONOMIC
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE I
Best Rolling Doors, Inc.
9780 NW 791h Avenue
Hialeah Gardens, FL 33016
SCOPE: This NOA is being issued under the appli(
materials. The documentation submitted has been r
Control Section to be used in Miami Dade County
Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date s
(hi Miami Dade County) and/or the AELT (in areas o
product or material tested for quality assurance purpo
manner, the manufacturer will incur the expense of s
suspend the use of such product or material withi
acceptance, if it is determined by Miami -Dade Count,
meet the requirements of the applicable building code.
This product is approved as described herein, and has I
Zone of the Florida Building Code.
DESCRIPTION: Model SIO-6565 301-4 V211 Wid4
APPROVAL DOCUMENT: Drawing No. 17-4669
through 4 of 4, dated August 16, 2017, prepared by Be
P.E., on February 14, 2019, bearing the Miami -Dade C
Acceptance number and the expiration date by the Mia
NIISSILE IMPACT RATING: Large and Small'.
LABELING: A permanent label with the manufactur
positive and negative design pressure rating, indicate �
number, approval number (NOA), the applicable test s
Product Control Approved' is to be located on the doa,
RENEWAL of this NOA shall- be considered after a r
change in the applicable building code negatively affe(
TERMINATION of this NOA will occur after the ex
materials, use, and/or manufacture of the product or, pr
for sales, advertising or any other purposes shall autorr
section of this NOA shall be cause for termination and
LIMITATION: Roll -up mechanism is not part of this
ADVERTISEMENT: The NOA number preceded b3
expiration date may be displayed in advertising literai
done in its entirety.
INSPECTION: A copy of this entire NOA shall be provIii
available for inspection at the job site at the request of the B
This NOA revises NOA #17-1031.07 and consists of
as approval document mentioned above.
The submitted documentation Was reviewed by Helm
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
(RER) 11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
ivww.miamidadg.gov/economX
rules and regulations governing the use of construction
oved and accepted by Miami -Dade County RER -Product
other areas where allowed by the Authority Having
ted below. The Miami -Dade County Product Control Section
ter than Miami Dade County) reserve the right to have this
:s. If this product or material fails to perform in the accepted
.h testing and the AHJ may immediately revoke, modify, or
their jurisdiction. RER reserves the right to revoke this
Product Control Section that this product or material fails to
designed to comply with the High Velocity Hurricane
Steel Roll -up Door
titled "Model S 10-6565 Steel Roll -Up Doors", sheets 1
Rolling Door, Inc, signed and sealed by Frank L. Bermardo,
inty Product Control revision stamp with the Notice of
i-Dade County Product Control Section.
Impact Resistant
,-'s name or logo, manufacturing address, model number, the
pact rated, installation instruction drawing reference
aidards, and the statement reading 'TvEaini-Dade County
s side track, bottom angle, or inner surface of a panel.
riewal application has been filed and there has been no
the performance of this product.
)iration date or if there has been a revision or change in the
)cess. Misuse of this NOA as an endorsement of any product,
atically terminate this NOA. Failure to comply with any
removal of NOA.
approval.
the words Miami -Dade County, Florida, and followed by the
ure. If any portion of the NOA is displayed, then it shall be
to the user by the manufacturer or its distributors and shall be
inR Official.
page 1, evidence submitted pages E-1, E-2 & E-3, as well
A. Makar, P.E., M.S.
4,
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2019
Page I
Best Rolline Doors, Inc.
A. DRAWINGS
1. DrawingNo.6565 2009, titled "Model S10-6565", sheets I through 3 of 3, dated
0410612009, prepared by Best Rolling Door, Inc, signed and sealed by Joseph H.
Dixon, Jr., P.E.
B. TESTS "Submitted under NOA # 09-1103.05"
1. Test reports on 1) Uniform Static Air Pressure Test, Loadingper FBC, TAS 202-94
2) Large Missil� Impact Testper FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Tensile TestperASTMA370-05,
Along with marked -up drawings and installation diagram ofModel S1 0-6565 Steel
Garage Doors, prepared by Fe�estration Testing Laboratory, Inc., Test Report No.
FTL # 5589, dated 0111312009, signed and sealed by Michael R. Wenzel, P.E.
C. CALCULATIONS "Submitted under NOA # 09-1103.05"
1. Calculationsfor attachment of 'C" channel guide to steel or concretejamb, dated
0712312009, prepared, signed and sealed by Joseph H. Dixon, Jr., P. E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Pe�l mitting, Environment, and Regulatory Affairs (PER,4)
E. MATERIAL CERTIFICATIONS �
1. Notice ofAcceptance No. 11-09�6.07, issued to Dyplast Products' LLC, for their
Expanded Polystyrene Block T�pe Insulation, approved on 11/1012011 and expiring
on 01/11/17. 1
F. STATEMENTS
1. Statement letter of code conformance to 2010 FBC, dated 0110312012, signedand
sealed by Joseph H. Dixon, Jr., P. E.
"Submitted under NOA # 09-1103.05"
2. Statement letter ofnofinancial I interest, dated 10/1612009, signed and sealed by
Joseph H. Dixon, Jr., P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-1006.06
A. DRAWINGS
1. Drawing No. 6565 2009, titled� "Model S1 0-6565 ", sheets I through 3 of 3, last
revision dated February 25, 2015 prepared by Best Rolling Door, Inc, signed and
sealed by Joseph H. Dixon, Jr., 1PI, on March 20, 2015.
,,�;Melmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2019
Best Rollin Doors, Inc.
OF
B. TESTS
1. None.
I
C. CALCULATIONS "Submitted under'NOA # 09-1103.05"
1. Calculationsfor attachment of '�'C " channel guide to steel or concrete jamb, dated
0211512015, prepared, signed a?7d sealed by Joseph H. Dixon, Jr., P. E.
D. QUALITY ASSURANCE
1. By Miami -Dade County Depar ent ofRegulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to 2014 FBC, dated 0312012015, signed and
sealed by Joseph H. Dixon, Jr., �P.E.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 917-1031.07
A. DRAWINGS
1. Drawing No. 6565 2009, titled "Model S1 0-6565 ", sheets I through 3 of 3, last
revision dated February 25, 2015, prepared by Best Rolling Door, Inc, signed and
sealed by Joseph H. Dixon, Jr., P.E., on March 20, 2015.
B. TESTS
1. None.
C. CALCULATIONS "Submitted
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code confoi
sealed by Frank L. Bennardo,
NOA # 09-1103.05"
`.E.
ofRegulatory and Economic Resources (RER).
to 2 017 FBC, dated 1012412017, signed and
E -2
yl gzyn::�
65110(elmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2019
Best Rolling Doors, Inc.
3. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. 17-4669b, titled" o I S1 0-6565 Steel Roll- Up Doors", sheets I
through 4 of 4, datedAugust 16, 2017, prepared by Best Rolling Door, Inc, signed and
sealed by Frank L. Bennardo, P,E., on February 14, 2019.
B. TESTS
1. None.
C. CALCULATIONS "Submitted under
1. None.
D. QUALITY ASSURANCE
1. By Miami -Dade County
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conforn
sealed by Frank L. Bennardo, P
# 09-1103.05"
ofRegulatory and Economic Resources (PER).
to 2017 FBC, dated 1012412017, signed and
E -A
6Relmy A. Makar, P.E., M.S.
Product Control Section Supervisor
NOA No. 19-0318.04
Expiration Date: 01/27/2020
Approval Date: 04/25/2049
TEEL ROLL -UP DOORS
q
MODEL S10-6565
f-_ F
2
HOOD - 24 GA
(OPTIONAL)
GENERAL NOTES:
1. THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND
TESTED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE SIXTH
EDITION (2017) FOR USE INSIDE AND OUTSIDE THE HIGH VELOCITY
HURRICANE Z6NE, PER TAS 201, 202, AND 203 STANDARDS.
2. POSMVE AND NEGATIVE DESIGN PRESSURES CALCULATED
FOR USE WITH THIS SYSTEM SHALL BE DETERMINED PER SEPARATE
ENGINEERING IN ACCORDANCE WITH THE GOVERNING CODE.
PRESSURE REQUIREMENTS AS DETERMINED IN ACCORDANCE WITH
ASCE 7 AND CHAPTER 1609 OF THE FLORIDA BUILDING CODE SHALL
BE LESS THAN OR EQUAL TO THE POSITIVE OR NEGATIVE DESIGN
PRESSURE CAPACITY VALUES LISTED HEREIN (TABLE 1) FOR ANY
ASSEMBLY AS SHOWN.
3. ALLOWABLE DESIGN PRESSURES NOTED HEREIN ARE BASED
ON MAXIMUM TESTED PRESSURES DIVIDED BY A 1.5 SAFETY
FACTOR.
4. THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT
PROVIDE INFORMATION FOR A SPECIFIC SITE. FOR SITE
CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,
A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE
SrrE SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WrrH THIS
DOCUMENT. THESE INSTALLATION INSTRUCTIONS ARE PART OF A
PRODUCT APPROVAL EVALUATION AND SHALL ONLY BE USED IN
r3 CONJUNCTION WITH THE EVALUATION REPORT SUBMITTED FOR THE
—SAME-PRODIUCT-APPROVAE.-_
S. SLATS TO BE A.S.T.M. A-653 GR 50 STRUCTURAL QUALITY
STEEL WITH MIN. Fy = 50 KSI AND G-90 GALVANIZING PER A.S.T.M.
A-653, OR A.I.S 1. 304 SERIES STAINLESS STEEL MANUFACTURED
wrrH A MINIMUA YIELD STRENGTH OF Fy = 50 KSI.
6 WINDLOCKS SHALL BE 11 GA PLATED STEEL. A.S.T.M. A-1011
— 2 7: ALL ASSEMBLY BOLTS TO BE S.A. E. GRADE 2 CADMIUM
G) PLATED OR GALVANIZED STEEL.
ALL RIV 0 BE lq?� FEEL, CADMIUM PLATED,
'I i i i � 1*1 '%�) 11 T14E INSIDE OR OUTSIDE OF AN
SEE TABLE I FOR MAX
CLEAR OPENING WIDTH
STEEL ROLL -UP DOOR STEEL ROLL -UP DOOR
SCALE: NTS ELEVATION SCALE: NTS SIDE SECTION
TABLE 1: MAXIMUM ALLOWABLE PRESSURE AND CLEAR OPENING WIDTH
---- F
��MAXIMUM CLEAR OPENING WIDTH MAXIMUM ALLOWABLE PRESSURE
I S10-6565 1 30'-4 1/2" 1 +65psf/ -65psf
12. ROLL -UP MECHANISM AND HOOD ASSEMBLY ARE NOT PART
OF THIS APPROVAL.
13. THIS DOCUMENT CONTAINS INFORMATION RELEVANT TO
THE NECESSARY STRUCTURAL REQUIREMENTS OF THE SYSTEM
INSTALLATION. COMPONENTS AND FASTENERS NOT REFERENCED
WHICH ARE PART OF THE INTERNAL FABRICATION OF THE SPECIFIED
SYSTEMS OR ASSEMBLIES SHALL BE PER MANUFACTURER PUBLISHED
SPECIFICATIONS.
14. PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE
EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS
OUTLINED HEREIN
15. EACH DOOk ASSEMBLY SHALL BEAR A PERMANENT LABEL ON
FACING THE EXTERIOR WITH THE FOLLOWING MINIMUM
INFORMATION:
16. CONTRACTOR SHALL BE RESPONSIBLE TO INSULATE
DISSIMILAR MATERIALS TO PREVENT ELECTROLYSIS.
17. WATERPROOFING IS NOT PART OF THIS CERTIFICATION AND
SHALL BE CERTIFIED BY OTHERS.
PRODUCT f"EVISFI)
'u'—plying ".it4th'
Building CCd2
0
3y
BENMWO, P.E.
FRAN BENNARbO, P.E
4 6 54 tl.�
N
1z
El U) Eu I-, Is
w ca
W - 2.1
LU
Zo:_ 1:
T: 1 1, _
OIL g < .
Z
x
Ld
w x N ww uW
1_1.
v R54
�:
ch
ul
U
U
U) ow Z4
cy-1 0.
o '.a
o U U
<
mo
0 11 w
,<. �_u
0 w D p
*� , b
o < z
0 6
F-
Ul)
LU
co
HH"
s
I 17-4669b I
I
(1) SLAT TO CHANNEL
\. �2 SCALE: NTS SE
5/8 F ---- 11/8 1
SEE TABLE 2
FOR SPACING
'ERYOTHER BO'
, INCLUDING
OM SLAT
EXIST SLABIFLOOR
SURFACE (BY OTHERS)
EXISTING STEEL HOST STRUCTURE
LZX2Y,'X "CONT.
Vo 16
L 311 6
START 5" FROM BOTTO M
SEE TABLE 2 FOR SPACING
2 3b
SEE TABLE 2
FOR SLIP
CHANNEL JAMB TO STEEL 1
r7"), (MODEL S10-6565)
2� SCALE: NTS SECTION
BOTTOM SLAT
SCALE:NTS SECTION
FRANK L BENNARDO, P.E.
PE*0046549
N
PROVIDE 1- LONG
FILLET WELDS EVERY 31je MIN.
9,
16" 0 * C.. START WELDS
pEoC,1,6549
AT 1" FROM ENDS, TYP.
ZAN
54��- BENNARDO, P.E.
Fy 50 KSI MIN.
'/16" MIN.
ST A-, E OF
m
r4
—0
Wrn Q=), -,6%
�U)
W �txmn
uj
Z 0
OP
wul u —Zx�
THE STACKED DOUBLE ANGLE OPTION SHOWN
1 1,50
OEM g4
IN THIS DETAIL MAY BE USED IN LIEU OF THE
SINGLE ANGLES LISTED IN TA13LE 2. TOTAL
PROVIDE 1" LONG Y16"
x
z - o � T
w Lu
FILLET WELDS EVERY
o'
0
THICKNESS M SHALL MATCH OR EXCEED THE
16" D.C.. START WELDS
MINIMUM THICKNESS USTED IN TABLE
AT T' FROM ENDS, TYP.
U) , &.z
w
0 W
WALL ANGLE STACKING OPTION
SCALE: NTS
SECTION
J
lv�
w
u
z
0 k:
0
0 L-, -
0
u u
Z-
-0
�;l u
<
9
< z
0
0
r&rdm—dqadWa—f8 anhordiametem
fw 100pmentanch,rdfflden�r
SLEEVE-----
EXISTING
ANCHOR,
CONCRETE
Lu
SEE TABLE 2
HOST
co
STRUCTURE
(4KSI MIN)
L 2"X2 Y4X.2'CONT.
T-
ASSEMBLY BOLT 5/16*
X I 1/2"Wl WASHER&
ODUCTR011SED
NUT, FIRST @ 5- FROM
13 1,
w
BOrrOM.REST@1Y4-
D.C.
0
alp Dw.
2 SEETABLE2
Zo
3b BY
Hill
FOR SLIP
Dq Con-ol
17-4669b
CHANNEL JAMB TO CONCRETE 1
(MODEL S10-6565)
SCALE; NTS UNLESS NOTED
2 SCALE: NTS
SECTION
TT
EXISTING STEEL
HOSTSTRUCTURE
2.CO(r
ASSEMBLY BOLT 6116"X I 1/2"W1,
WASHER & NUT FIRST @ 6- FROM
Borr&, REST @14" O.C.
JAMB CONNECTIONS
MODEL #S1 0-6565
SEE TABLE 2
1�1_, n,�FOR SPACING
CHANNEL JAMB TO STEEL 2
rl-"\ (MODEL S10-6565)
SCALE: NTS SECTION
TABLE 2: MODEL #S1 0-6565 JAMB CONNECTIONS
HILTI KWK BC
ANCI
SEE TAE
START 5" FROM
BOTTOM, SEE
TABLE 2 FOR
SPACING
ANCHORS TO CONCRETE JAMB
FIELD WELD TO STEEL JAMB
NALL ANGLE THICKNESS
fc= 4000 psi
Based on a minimum wall angle
GrSO Fy = 50 ks!
DOOR
OPENING
SLIP
EACH
thickness: 3/16"
WIDTH
END
WALL ANGLE TO JAMB
CHANNEL GUIDE
CHANNEL GUIDE
HILTI KvAk Bolt 3
PLUG WELD
PLUG WELD
E-GUIDE
Z-GUIDE
WALL ANGLE
CHANNELTO
STEELJAMB
CONCRETE
I
TO JAMB
WALLANGLE
JAMB
I dia. x embedment x spacing
30'4-112"
1.50
5/8"x4"@6-1/2"o.c.
5/8" dia. x 3/16"
5/8" dia, x 3/16"
3i8l,
318"
@ 6-1/Z'o.c.
@ 10"O.C.
25'- 9'
1.50
5/8" x 4" @ 9-1/2" D.C.
518" dia. x 3/16"
5/8" dia. x 3/16"
5/16"
51161,
@ 8" D.C.
@ 12"o.c.
20'- 0"
1.50
5/8" x 4" @ 13-112" D.C.
5/8"dia. x 3/16"
5/8!'dia. x 3/16'
1/4"
114"
@ 12" D.C.
@ 14" D.C.
19- 0"
1.00
518" x 4" @ 16" D.C.
5/8" dia. x 3/16"
6/8" dia. x 3116'
114"
1w
@ 14" D.C.
@ 14" D.C.
14!- 0"
0.75
518" x 4!'@ 16" D.C.
5/8" dia. x 3/16"
5/8" dia. x 3/16'
3/16"
3/16"
@ 14"o.c.
@ 14" D.C.
1Z_ 0"
0.50
5/8" xV'@ 16" D.C.
518" dia. x 3/16"
5J8" dia- x 3/16"
3/16"
3/16"
@ 14" D.C.
@ 14, D.C.
0.25
51&'xV'@ 16" D.C.
5/8" dia. x 3/16"
518"dia. x 3116"
3116"
3/16"
@ 14" D.C.
@ 14"o.c.
4'- 0"
0.50
518"xV'@ 16"o.c.
5/8"da.x3/16'
6/8"dIa.x3/16"
3116"
3/16"
@ 14!'o.c.
@ 14"o.c.
MINIMUM EDGE DISTANCE OF 6 DIAMETERS (4-)
EXISTING
-ONCRETE HOST
'TRUCTURE (4KSI
AIN)
E3
7
QY14/20
No PCOG, 65,
L AENNARDO, P.E.
I.D
4
IAL Min t;
LU -, 0
ED 5::"
LU ,
Lu o
Z ILI U
E-C ><-�.R
01i §< w I.- 0.�
ZO� Co r!;
X M
ww 6--
RdE
ago
ow
10
b.0
Li
CHANNEL JAMB TO CONCRETE 2
(MODEL S10-6565)
SCALE: NTS SECTION
0
LOAD DIAGRAM
(CHANNEQ
. ,
0
0
<
0 fa
Ou
L, u
_2
o
u
Z
C)
<
A—
vx
0
6
#S1 0-6565
TABLE 3: MODEL JAMB REACTIONS
Ul)
Design
Wind Load Opening Design vx VY
LU
Cal
pso
Width
Slip
(lb/ft)
(IbIft)
+50/.50
iz-01,
10
1213
3
161-01,
V
1459
02
20'-0"
1 1/2"
1739
502
25'-0"
1 11T
2501
627
30'-41/2"
1 1/2'
3389
761
+55/-55
1 1/2"
1362
332
%0;
6
11.
1620
442
20'-0"
1 1/2"
1923
552
25'-0"
1 1/2"
2758
690
30� 4 1/2"
1 1/2"
3732
838
+60/-60
12'-0"
1/2
i�lo
362
16'-0'
V
1182
483
20'-U'
1 1/2"
2106
603
25'-V
1 112"
3014
752
30'- 4 1/2"
1 V2"
4075
914
F+651_65
IZ-0"
11Z,
1659
393
16'-T
1 .,
1943
523
20'-0""
11/2"
2290
653
25'-T
1 1/2"
�
3271
815
30� 4 1/2"
1112"
1 4418
990
6H
17-4669b
SYSTEM COMPONENTS I t 1 ; 1 1 PEI OD46549
S10-6565
�j
2 Opf�
0.875
N PEOG4654t
FRANK WENNARDO, P.E.
46549
0.550 0.550 0 0.500 -U
0.750
STATE 2F 41�1 ID C4
� 171640
HOLES 2
0.750 'V-
0.125 "4
00 PLACES FOR n-M. in
T WM
24 GA 2.500 24GA- 3.250 114"0 RIVETS 2.416 LU
z .0 -i ul: -I
2.600 CSEEG—M
o'
Ca E
050
7
241GA 11-
2
3.250 z
w xw
w rl
0.8125 0.
0 Fog
2i 2 8
1.500
G I 1'. 4 V, ce �!y �i
F� 0" 0 t� ai
0.580 1.5
PLAIN INSULATED 0.87r
1 .'5
.5625 J
z
LAT S �LAT M o �de I S 1 �O- 6 5 �65 U
_F� (-,"�_WINDLOCK
SCALE: NTS STEEL' z
13� . 0 u, �<
0 U.
*SLAT STEEL NOTE: 0
SLAT TO BE AS.T.M. A-653 GR 50 STRUCTURAL QUAUTY STEEL WITH MIN. 0 u- - .j v
FY = 50 KSI AND G-gD GALVANIZJNG PER AS.T.M. A-653, OR ALS.I. 304 < Z 2
U
T-W D Or_
—SERIES-STAINUESS STEEL MANUFACTURED WITH A MINIMUM -YIELD —
STRENGTH OF FY 50 KSI.
Z
z
0
3.260'
LU
1.335*
b
0.073" 19
M
5: Cal
Full
"'-"h Lhe FIclid
c
A ........
E�j 6, '�
D' -4669b
17
E SCALE: NTS UNLESS NOTED'
CHANNEL GUIDE (Model S10-6565) i D�d cue!
3) STEEL (FY=30KSI MIN.)
Al
DISAPPROVED