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HomeMy WebLinkAbout1902-0589 NOA0!D6-y
M I D�ADE
•
DEPARTMENT OF REGULATORY AND E(
BOARD AND CODE ADMINISTRATION DI
NOTICE OF ACCEPTANCE
Cornell Iron Works, Inc.
24 Elmwood Avenue .
Mountaintop, PA 18707
SCOPE:
This NOA is being issued under the applica
documentation submitted has been reviewed
used in Miami -Dade County and other areas
This NOA shall not be valid after the expirat'
Miami -Dade County) and/ or the AHJ (in are
material tested for quality assurance purpos(
manufacturer will incur the expense of such t
such product or material within their jurisdici
Miami -Dade County Product Control Sect:
applicable building code.
This product is approved as described her
including the High Velocity Hurricane Zone.
MARID 51D1�
ftt�1°9ie hwun�1�Ylt
RESOURCES (RER)
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
rules and regulations governing the use of construction materials. The
d accepted by Miami -Dade County RER-Product Control Section to be
ere allowed by the Authority Having Jurisdiction (AIM.
date stated below. The Miami -Dade County Product Control Section (In
other than Miami -Dade County),reserve the right to have this product or
If this product or material fails to perform in the accepted manner, the
ing and the AHJ may immediately revoke, modify, or suspend the use of
1. RER reserves the right to revoke this acceptance, if it is determined by
that this product or material fails to meet the requirements of the
and has been designed to comply with the Florida Building Code,
DESCRIPTION: Steel Rolling Door up to 14'-5" Wide (80 FPS Impact)
APPROVAL DOCUMENT: Drawn I No. ES-16-56-CIW, titled "14'-5" Wide 65 PSF 80 FPS Non -
Insulated Rolling Steel Door", sheets 1 ough 6 of 6, dated 09/.10/2014, with revision A dated'03/27/2015,
prepared by Cornell Iron Works, Inc., s gned and sealed by Shawn Patrick Kelley, 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 Contr 1 Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: A permanent label w th the manufacturer's name or logo, one of the 3 manufacturing
addresses on drawings, model number the positive and negative design pressure rating, indicate impact rated
if applicable, installation instruction d awing reference number, approval number (NOA), the applicable test
standards, and the statement reading ` iami-Dade County Product Control Approved' is to be located on the
door's side track, bottom angle, or' r suiface of a panel.
RENEWAL of this NOA shall be cons dered after a'renewal application has been filed and there has been no change
in the applicable building code negativel}, 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 th I 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 nuinber 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 015-0111.06 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Carlos M. Utrera, P.E.
NOA No. 18-0125.10
MIAMI•DADE COUNTY File C O iration Date: July 9, 2020
r �ipproval Date: April 26, 2018
Pagel
Cornell Iron Works, Inc.
NOTICE OF ACC
1. EVIDENCE SUBMITTED
PREVIOUS NOA's
A. DRAWINGS "Submitted under NOA # 15-0112.06"
1. Drawing No. ES-16-56- , titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated
Rolling Steel Door", sheet 1 through 6 of 6, dated 09/10/2014, with revision A dated
03/27/2015, prepared by ornell Iron Works, Inc., signed and sealed by Joseph Dixon,
Jr., P.E.
B. TESTS "Submitted under NOA # 15-0112.04"
1. Test reports on 1) Unifo7 Static Air Pressure Test, Loading per FBC, TAS 202=94
2) Large Nfissile Impact Test per FBC, TAS 201-94 (Level `E')
3) Cyclic*_ ind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC, TAS 202-94
5) T,ens& Test per ASTM E8-08,
along with marked -up drawings and installation diagram of C20 Roll -up Garage
Doors, prepared by Intertek/Architectural Testing, Inc., compliance letter and Test
Report No. D1278.01409-18, dated 01/29/2014, with revision 1 dated 03/25/2015,
signed and sealed by MJchael D. Stremmel, P.E.
2. Test report on Salt Spr y Performance Test per ASTM B 117-09 of G90 unpainted and
G40 painted samples, repared by Intertek, compliance letter and Test Report No.
G100075502MID=002, dated 05/26/2010, signed and sealed by Rick Curkeet, P.E.
C. CALCULATIONS "Submitte� d -under NOA # 15-0112.04"
1. Calculations prepared by Joseph H. Dixon, Jr., P.E., dated 10/03/2014, signed and
sealed by Joseph H. Dixon, Jr., P.E.
D. QUALITY ASSURANCE I
1. Miami -Dade Departn}ent of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 15-01-IZ 06"
1. Private label aareement dated 12/11/2014.
2. Statement letter of code conformance to 2010 and 5t' edition (2014) FBC issued by
Joseph H. Dixon, J ., P.E., dated 01/03/2015, signed and sealed by Joseph H. Dixon,
Jr., P.E. "Submitted under NOA # 15-0112.04"
3. Statement letter of no financial interest issued by Joseph H. Dixon, Jr., P.E., dated
01/03/2015, signed and sealed by Joseph H. Dixon, Jr., P.E.
a¢ �B 2vrt�
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 18-0125.10
Expiration Date: July 9, 2020
Approval Date: April 26, 2018
E-1
Cornell Iron Works, Inc.
A
2. NEW EVIDENCE
A. DRAWINGS
1. Drawing No. ES-16-5642IW, titled "14'-5" Wide 65 PSF 80 FPS Non -Insulated
Rolling Steel Door", sheens 1 through 6 of 6, dated 09/10/2014, with revision A dated
03/27/2015, prepared by Cornell Iron Works, Inc., dated 01/12/18, signed and sealed
by Shawn Patrick Kelley, P.E.
B. TESTS
1. None.
C. CALCULATIONS "Submitted under NOA # 18-0125.02"
1. Calculations prepared I by moment ENGINEERING + DESIGN, LLC, dated
01/12/2018, signed and (sealed by Shawn Patrick Kelley, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Depart
E. MATERIAL CERTIFICA
1. None.
of Regulatory and Economic Resources (RER)
F. STATEMENTS
1. Statement letter of code conformance to FBC 61h Edition (2017), and of no fmancial
interest, dated Janu 11, 2018, issued by moment ENGINEERING + DESIGN, LLC,
signed and sealed by Shawn Patrick Kelley, P.E.
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.18-0125.10
Expiration Date: July 9, 2020
Approval Date: April 26, 2018
E-2
L'TR
HOOD
A
#24 GA.(0.0219 MIN.)
GALVANIZED OR 6 HOOD SUPPORT, WHEN REQUIRED ROLL -UP MECHANISM NOT INCLUDED IN TI
STAINLESS STEEL
APPROVAL. MUST BE CERTIFIED BY AN
INDEPENDENT TESTING AGENCY IF REQUIF
OPERATION:
0
0
PUSH-UP
CHAIN p
SPRING o
(SHOWN)
ADJUSTOR
CRANK
MOTOR •
0
BRACKET
STOPPERS
01
0
3 SLAT
0
0
•
F-
0
0I
U'
• W
2 0
0
o
U'
Z
•
W
GUIDE ASSEMBLY 2
2 GUIDE ASSEMBLY O
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• Q co
o - _
�
•
uJ
U-
o
-
o
•
4 BOTTOM BAR
all
SLIDEBOLT
0
SEE NOTE10
GUIDE SETBACK VARIES
GUIDE SETBACK VARIES
%2' STANDARD
OPENING WIDTH
%"
STANDARD PRODUCT REVISED
14,- 5„ DISTANCE BETWEEN GUIDES (D.B.G.)
as complying with the Flori
Building Code
0 OVERALL DOOR ASSEMBLY
NOA-No. 18-0125.1
1:32 SCALE
Expiration Date 07/09/202
BY—
Miami-Dadb Product Contrc
L'TR
Y2-13 SAE GR. 5, GR. 8, ASTM
A325, OR A490 HEX HEAD BOLT, A
Y2-13 NUT AND YZ' HARD ENED
FLAT WASHERS AT.12" O.C.
1.000 2.500
2.500 --{ � 1.000
ORIENTATION FOR
1.937 CONCRETE AND BLOCK
MAX.ORIENTATION FOR STRUCTURE
STEEL STRUCTURE . OPTIONAL FOR STEEL r>
STRUCTURE
3 Y2 x 3 Y2 x Y4 ASTM A36,STEEL
4.750 1.188 0.656 SLIP MIN. 0.0296 (2) 2
MAX
(2) 2
2.813 —2 she
--
3 x 2 x Y4 ASTM A36 STEEL
5 ENDL-OCK4 181INDLOCK
6 WINDLOCK
Ya 1-8 1.500 3 Y2 x 3 x Y4 ASTM A36 STEEL .
% x 3/ ASTM A36 STEEL
® SLAT DETAIL
O GUIDE ASSEMBLY DETAIL TYPICAL SECTION
1:2 SCALE -ASTM A653 HSLAS TYPE B GRADE 40 G40 WITH POLYESTER BASED
ASTM A653 HSLAS TYPE A GRADE 40 G40 WITH POLYESTER BASED c
ASTM A653 STRUCTURAL STEEL GRADE 40 G40 WITH POLYESTER BA
OR TYPE 304 STAINLESS STEEL (MIN. YIELD 40,000 psi)
OR TYPE 316 STAINLESS STEEL (MIN. YIELD 40,000 psi)
OR TYPE 430 STAINLESS STEEL (MIN. YIELD 40,000 psi)
OR TYPE 201 STAINLESS STEEL (MIN. YIELD 40,000 psi)
FULL SCALE
Ir TR
A
SUPPORTING
/ STRUCTURE
F2(E)/ F2(Z) /// ,
F3
-- F1(E) F1(Z)
Z OR E GUIDE
F3
BETWEEN JAMBS
GUIDE
UNREDUCED WIND FORCES ON
BUILDING STRUCTURE (LBS / FOOT
OF HEIGHT)
Z-GUIDE
POSITIVE
NEGATIVE
F1
I F2
I F3
F1
I F2
F3
1986
1508
1913
3156
3634
1913
E-GUIDE
POSITIVE
NEGATIVE
F1
F2-
F3
F1
F2
F3
6517
6039
1913
6338
6816
11 1913
BETWEEN JAMBS GUIDE
POSITIVE
NEGATIVE
F1
F2
1
F3
F1
F2
F3
3745
1832
478
8004
6091
478
BUILDING DESIGNER NOTE:.
STRUCTURE MUST BE DESIGNED TO SUPPORT
F1, F2, AND F3 FORCES (LBS./FT. OF OPENING
HEIGHT) AT EACH JAMB.
%2-13 SAE GR. 5, SAE GR. 8,
EXISTING STEEL ASTM A325 OR A490 HEX HEAD BOLT,
STRUCTURE Y2-13 NUT AND %2" HARDENED
OPENING WIDTH
FLAT WASHERS AT 12" O.C.
�— OR
1 /2-13 SAE GR. 5, SAE G R.8,
ASTM A325 OR A490 HEX HEAD BOLT
SLIP AND 112" HARDENED FLAT WASHERS AT 12" O.C.
0.656 TAPPED INTO MIN. NOMINAL 1/4" THICK HSS
OR 1/4" THICK STEEL WITH
MIN. 36,000 PSI YIELD STRENGTH
14 MAX.
T COIL
DIMENSION
t 14'-5" MAX. D.B.G. —1— 3X —1
GUIDE ASSEMBLY
STEEL STRUCTURE
(BETWEEN JAMBS GUIDE)
SHAFT ASSEMBLY
0
COIL
DIMENSION
BRACKET
PLATE
ASSEMBLY
FASTENER
BRACKET
PACKOFF
BRACKET
MOUNTING
HARDWARE
WALL ANGLE OR
EXISTING STRUCTURE
FOR BETWEEN JAMBS
® 2
Z
0
zo.
A�
Will
\ 'WALL
FASTENER
13 BRACKET MOUNTING / TOP WALL ANGLE FASTENINb
BRACKET MOUNTING PER DETAIL 7 DEPICTED,
OTHER BRACKET MOUNTINGS ARE AVAILABLE
SCALE: NTS
L'TR
A
53/4 MINIMUM
EDGE DISTANCE
4 •.
e c+
CONCRETE FASTENER SPACING
CONCRETE
STRENGTH (psi)
MAXIMUM FASTENER SPACING (in.)
HILT]
SIMPSON
ITW REDHEAD
2000
4
4 3/4
-
3000
5
6
31/8
4000
6
7
6112
°
°
EXISTING CONCRETE
STRUCTURE 4
d. ° a'
MIN. 2000 PSI d
a
Y2" HILTI KWIK BOLT 3
3%2" MIN. EMBEDMENT
0.656
OR
%2" SIMPSON WEDGE -ALL
3 3/" MIN. EMBEDMENT
OR
GUIDE SETBACK
Y" ITW REDHEAD TRUBOLT
4 Ya" MINIMUM EMBEDMENT
f OPENING WIDTH
(SEE TABLE FOR SPACING)
f-14'-5" MAX. D.B.G.
3Ya 2Yz 1
® GUIDE ASSEMBLY
CONCRETE STRUCTURE
1 F— 2Y
EXISTING STEEL
STRUCTURE
'LIP
.656
ELD ENTIRE
PERIMETER Yq VI Y2-12
OF SLOT)
GUIDE SETBACK
/OPENING WIDTH
L'TR
A
1 2Y:
F
C
1
EXISTING STEEL
--..,,
STRUCTURE p
SLIP C
0.656
S
(WELD ENTIRE
Y,- V 1 Y2-12 PERIMETER OF SLOT)
OPTIONAL
STEEL MOUNTING
GUIDE SETBACK
.,OPENING WIDTH
14'-5" MAX. D.B.G. 3Y 2Y2 1
Og GUIDE ASSEMBLY
STEEL STRUCTURE
,(Z GUIDE OR E-GUIDE)
EXISTING FILI
BLOCK-STRUCTL
MIN. 1600
COMPRESSIVE STREN(
GUIDE SE
.,OPENINC
14'-5" Mf
0.188
— 2.000
--1 1.000
1 1 0.500
1.7501.000 —i—
G
0.219
0.586
0.531
0.797
RICAL_�,..f__1.250 3.1 25
ABOUT �
0.407
0.657
0.594
—� 0.219
0.188 3-
1 1 0.500
1.7501.000 —r-
2.000
1.000
0.531
_ SYMMETRICAL
ABOUT
0.407 -
L'TF
A
1.250
0.657
© WINDLOCK DETAIL
OENDLOCK / WINDLOCK DETAIL CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR
CAST MALLEABLE IRON ASTM A47, GRADE 32510, OR DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED 1N
DUCTILE IRON PER ASTM A536 GRADE 65-45-12, GALVANIZED IN ACCORDANCE WITH ACCORDANCE WITH ASTM A123, GRADE 85 ZINC -COATING
ASTM A123, GRADE 85 ZINC -COATING 1/2 SCALE
1 /2 SCALE