HomeMy WebLinkAboutNOA; Model ESD-635DE Aluminium LouverM IAM 1-DjADE
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 ADMINISTRATIONDIVISIONT (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy
Greenheck Fan Corporation
1110 Greenheck Drive (P.O. Box 410)
Schofield, WI 54476
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 AHD (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 ESD-635DE Aluminum Louver
APPROVAL DOCUMENT: Drawing No. ESD-635DE, titled "ESD-635DE NOA Drawings", sheets 1
through 9 of 9, dated 10/27/2015, prepared by Greenheck Fan Corporation, signed and sealed by Chander P.
Nangia, 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: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
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.
TERIVIINATION 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 # 15-1109.04 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. 19-0516.08
Expiration Date: February 4, 2021
110 J� (� Approval Date: June 27, 201I
Q 6 / Page
Greenheck Fan Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under NOA # 15-1109.04
A. DRAWINGS
1. Drawing No. ESD-635DE, titled "ESD-635DE NOA Drawings", sheets 1 through 9
of 9, dated 10/27/2015, prepared by Greenheck Fan Corporation, signed and sealed by
Chander P. Nangia, P.E.
B. TESTS
1. Test report on 1) Uniform Static Air Pressure Test per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94,
3) Cyclic Wind Pressure Test per FBC, TAS 203-94,
along with marked -up drawings and installation diagram of Model ESD-635DE
(sleeved) aluminum louvers, prepared by Architectural Testing, Inc., Test Report No.
F0132.01-602-18, dated 10/26/2015, signed and sealed by Justin P. McDonald, P.E.
2. Test report on 1) Uniform Static Air Pressure Test per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94,
3) Cyclic Wind Pressure Test per FBC, TAS 203-94,
along with marked -up drawings and installation diagram of Model ESD-635DE (non -
sleeved) aluminum louvers, prepared by Architectural Testing, Inc., Test Report No.
F0133.01-602-18, dated 08/27/2015, signed and sealed by Justin P. McDonald, P.E.
C. CALCULATIONS
1. Structural and anchors calculations prepared by Chander P. Nangia, P.E., dated
10/26/2015, signed and sealed by Chander P. Nangia, 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 compliance to the 5t` edition (2014) FBC issued by Chander
P. Nangia, P.E., dated 10/27/2015, signed and sealed by Chander P. Nangia, P.E.
2. Statement letter of no fmancial interest issued by Chander P. Nangia, P.E., dated
10/27/2015, signed and sealed by Chander P. Nangia, P.E.
4 k065101 g/z°�9
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 19-0516.08
Expiration Date: February 4, 2021
Approval Date: June 27, 2019
E-1
Greenheck Fan Corporation
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. New evidence submitted
A. DRAWINGS
1. None.
B. 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 compliance to the 61h edition (2017) FBC and of no financial
interest issued by Chander P. Nangia, P.E., dated 05/01/2019, signed and sealed by
Chander P. Nangia, P.E.
0
G/rg�2o19
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 19-0516.08
Expiration Date: February 4, 2021
Approval Date: June 27, 2019
E-2
PRODUCT REVISED
a complying with the Florida
Building Code
NOMio. 19.0516.08
Expiration Date 02/04/2021
By
Miami-DadWi0roduct Control
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• •SEE PAGE NOTES'
ITEM
DESCRIPTION
MATERIAL
INTERNAL ID#
NOTES
1
HEAD
6005-T5 ALUMINUM
126098
SLEEVED FRAME ONLY
2
BLADE
6063-T5 ALUMINUM
125263
4.063' O.C. SPACING (TYPICAL ALL UNITS)
3
SILL
6005-T5 ALUMINUM
126099
SLEEVED FRAME ONLY
4
JAMB
6005-T5 ALUMINUM
126100
SLEEVED FRAME ONLY
5
HEAD
6063-T5 ALUMINUM
125043
CHANNEL FRAME (NON -SLEEVED) ONLY
6
SILL
6063-T5 ALUMINUM
125867
CHANNEL FRAME (NON -SLEEVED) ONLY
7
JAMB
6063-T5 ALUMINUM
125045
CHANNEL FRAME (NON -SLEEVED) ONLY
Ba
MOUNTING ANGLE (CHANNEL FRAME)
6061-T6
125811
TYPICAL AT JAMBS ONLY
8b
MOUNTING ANGLE (SLEEVED FRAME)
6063-T5
125151
TYPICAL AROUND SLEEVE PERIMETER
9
SLEEVE
5052-H32 ALUMINUM
100172
0.061 ACTUAL THICKNESS
10
STRAP
ALUMINUM
130311
ATTACHED 2 HEAD/SILL ONLY, NOT REQ'D FOR NOA
-
---
11
1/4-20x1.500L SCREW, HILTI KWIK-FLEX,
SUPPLIED BY LOUVER MANUFACTURER
COATED STEEL
416581
8.000 ❑,C. MAX. (CHANNEL FRAME) AND 6.000 O.C.
MAX. (SLEEVED FRAME), SHORTER OVERALL LENGTH
(WITH 0.313 MIN THREADED LENGTH) ALLOWABLE
12
#10-16x0,500L SCREW
300 SERIES SS
417207
7.000 MAX. ON CENTERS - TYPICAL SLEEVED UNITS
ONLY
13
NOT USED
---
---
---
14
i110-16x2.250L SCREW
300 SERIES SS
416351
15
3/16'0 RIVET
300 SERIES SS
416588
NOT REQUIRED FOR NOA
16
1/8'0 RIVET
ALUMINUM
415194
17
SHIM/SEPARATE DISSIMILAR MATL'S AS
REQ'D
VARIES
N/A
BY OTHERS AS NEEDED
18
SHIM, NON -COMPRESSIBLE
VARIES
N/A
BY OTHERS, OPTIONAL
19
SEALANT AND BACKER ROD
VARIES
N/A
BY OTHERS, ❑PTIONAL
20
SUBSTRATE FASTENER - SEE ANCHOR
TABLE
SEE ANCHOR TABLE
N/A
BY OTHERS, MINIMUM OF ONE TYPE REQUIRED, SEE
ANCHOR TABLE. FOR ADDITIONAL INFORMATION
21
SUBSTRATE - GROUT FILLED CMU
GROUT FILLED CMU
N/A
BY OTHERS, MINIMUM OF ONE SUBSTRATE TYPE
REQUIRED. SEE ANCHOR TABLE FOR NEEDED EDGE
DISTANCE, SPACING, EMBEDMENT, ETC.
IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO
VERIFY AND TO FACILITATE SEPARATION OF
DISSIMILAR MATERIALS,
SUBSTRATE - CONCRETE
CONCRETE
N/A
SUBSTRATE - STEEL STUD
STEEL
N/A
SUBSTRATE - STRUCTURAL STEEL
STEEL
N/A
SUBSTRATE - WOOD
WOOD
N/A
SUBSTRATE - ALUMINUM
ALUMINUM
N/A
6. INSTALLER TO PROVIDE SEPARATION OF
DIS-SIMILAR MATERIALS AS REQUIRED (SEE
e o
m
o
CURRENT FLORIDA BUILDING CODE). SEE
e -
O
M
OLDER 2010 FLORIDA BUILDING CODE
to
SECTION 2003.8.4 FOR ADDITIONAL
o
INFORMATION ON SEPARATION OF DIS-SIMILAR-
w
MATERIALS.
U)
7. STEEL, STAINLESS STEEL, AND ALUMINUM
LLJ
PARTS MAY BE MADE OUT OF ALTERNATE
H
ALLOY THAT HAS EQUAL OR GREATER YIELD
Z
STRENGTH. PART DIMENSIONS ARE MINIMUMS
UNLESS DEFINED OTHERWISE.
cSo
Z J
<
�q
9. THE INTERNAL ID NUMBERS SHOWN ON
W
THIS PAGE ARE FOR FACTORY PURPOSES
LLJ
ONLY AND MAY BE UPDATED AT ANY TIME.
Q
ANY UPDATES WILL NOT ALTER THE ITEM AS
OZ
DESCRIBED HEREIN.
ey
Z
10. THE LOUVER IS NOT DESIGNED
0
PREVENT WIND -DRIVEN RAIN FROM
PENETRATING INTO THE SPACE BEHIND THE
r7
LOWER. THE LOUVER SHALL BE INSTALLED
(D u
IN A LOCATION WHERE THE SPACE BEHIND
I (n
THE LOUVER IS DESIGNED TO DRAIN WATER
p W
p
PENETRATING INTO THE ROOM OR THE ROOM
w
WILL HOUSE WATER RESISTANT/PROOF
EQUIPMENT, COMPONENTS, OR SUPPLIES.
H
10. ALL DIMENSION UNITS AREit(4R4fl&L
P. A If/. -
No. 219°..8
GENERAL NOTES: " C
1. IT IS THE RESPONSIBILITY OF THE PERMIT HOLDER TO VERIFY THE STRUCTURAL INTEGRITY OF THE EXISTING STRUCTURE TO SUPPORT THE LOADS IMPOSED BY THE LOUVER
ASSEMBLY. THE LOUVER MANUFACTURER DOES NOT DETERMINE THE STRUCTURAL INTEGRITY OF THE SUBSTRATE STRUCTURE.
2. THE LOUVER HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH MIAMI-DADE COUNTY PROTOCOLS (AND QUALIFIED IN ACCORDANCE WITH THE CURRENT FLORIDA
BUILDING CODE AND TEST PROTOCOLS/STANDARDS THEREIN): PRODUCT REVISED Aamed a complying with the
TAS-201 (LARGE MISSILE IMPACT TEST) as complyin with the Florida F
p�
TAS-202 (UNIFORM STATIC WIND PRESSURE TEST) NOip No,Co�a �9A576.08 77
TAS-203 (UNIFORM CYCLIC WIND PRESSURE TEST) F�cpirokion Da a 0210412021
3. THIS LOUVER HAS BEEN DESIGNED, TESTED, AND APPROVED TO WITHSTAND DESIGN PRESSURES OF UP TO AND INCLUDING +/-150PSF. lly
MiamFDade Product Control
4. THE MAXIMUM SINGLE SECTION SIZE IS 48 INCHES WIDE BY 48 INCHES HIGH. MULTIPLE SECTIONS MAY BE MOUNTED TOGETHER TO CREATE A MULTI -WIDE AND/OR
MULTI -HIGH ASSEMBLY PROVIDED THERE IS ADEQUATE SUBSTRATE ON ALL FOUR SIDES OF EACH SINGLE SECTION AND SECURED TO THE SUBSTRATE AS NOTED HEREIN.
5. GENERAL LOUVER CONSTRUCTION: HEAD, SILL, JAMBS, AND BLADES FOR ALL CASES ARE EXTRUDED ALUMINUM (SEE PAGE 7 FOR ALLOY TYPES). THE BLADE SPACING IS
4.063 INCHES. BLADES AND HEADS ARE SECURED TO THE JAMBS WITH TWO SCREWS PER END. THE SILLS ARE SECURED TO THE JAMBS WITH ONE SCREW AND ONE
RIVET PER SILL END. STRAP NOT REQUIRED FOR NOA OR AMCA 540 IMPACT LEVEL D (50 ft/s), BUT IS REQUIRED TO PASS AMCA 540 IMPACT LEVEL E (80 ft/s).
SUBSTRATE AND
SUBSTRATE
FASTENER TABLE
ITEM 21, SUBSTRATE
ITEM 20, SUBSTRATE FASTENER
K o
u-
to
TYPE
THICKNESS
MATERIAL
TYPE CALL FASTENERS ARE HEX HEAD STYLE)
MAT'L
DIA.
EDGE
EMBED,
SPACING
SPACING
HEAD DIA.
ANGLE HDLE
SUBSTRATE
O
rr)
to
1
MIN
MIN
MIN
MIN
MAX
MIN
MIN
ITEM 5, MAX
HOLE, MAX
L
0
1/4
1 1/2
23/32
5 3/4
3
1/2
5/16
SEE FASTENER
d—
Tq
w
WOOD
3
G OF 0.42
LAG SCREW, 3 INCH MIN LENGTH
■
MANUFACTURER
3/8
1 1/2
23/32
6 1/4
3
5/8
7/16
INSTRUCTIONS
16 GA
(0.056)
BOLT W/ NUT
0.056
8
1/2 HEAD
9/16 NUT
5/16
LLI
J
5 5/8
In On
STEEL
14 GA
14 GA
Fy 33 KSI
F. 45 KSI
■
1/4-20
5/8
0.070
3/4
1
5/16
SEE FASTENER
U Q
Z
THREAD CUTTING/TAPPING SCREW
.6
1/2
MANUFACTURER
INSTRUCTIONS
a
lY
BOLT W/ NUT
1/2 HEAD
1/4
aQ
U
9/16 NUT
N
Q Z
ALUMINUM
1/8
6063-TS
■
1/4-20
1/2
1/9
B
1
5/16
SEE FASTENER
s Z
U Q
THREAD CUTTING/TAPPING SCREW
1/2
MANUFACTURER
z
Z 0
INSTRUCTIONS
x
w u
Z
2 KSI
1/4
1 1/2
1 1/2
4
2
r7ou�
a 3
O Q
2 1/8
6
v
�
BUILDS% TAPCON (BLUE, WHITE, OR 430 SS)
VARIES
1 1/2
4
AS
I/4
1 1/4
MANUFACTURED
Q
3 KSI
1/4
3
.6
2
lr
11/2
1 3/4
6
OI---
a•tmy�olydi�oyt idlhe
V) U7
rn
2.3 KSI
ELCO AGGRE-GATOR
300 SS
1/4
1 1/2
1 3/8
6
3
AS
MANUFACTURED
1/4
LLI m
a
1
4
AS
6
/
(n
y c�i
> >
2.9 KSI
ELCO ULTRACON SS4
41D SS
1/4
2 1/2
1 3/4
8
3
MANUFACTURED
1/4
Dade (btOd
ELCO CRETE-FLEX SS4, SMALL HEAD
6
wtn
3.4 KSI
ELCO CRETE-FLEX SS4, FLANGED HEAD
410 SS
1/4
1
1 3/4
B
6
MANUFACTURED
1/4
1
a
1/4
2/B
1 7/8
6
5/16
2.5 KSI
POWERS 316 STAINLESS STEEL WEDGE -BOLT
316 SS
1 1/8
4
1
SEE FASTENER
CONCRETE
c
MANUFACTURED
MANUFACTURER
wt�
ti
3/8
1 5/8
2 3/8
6
7/16
INSTRUCTIONS
<
ftpr,�
w
fAM.....
3
2 KSI
1 1/2
6
V\GERi$`/`�YY;;�A•.��,
Q
1/4
i
4
1
s/16r
hD 2t9� '.*3
>w
4 KSI
1 1/4
6
S' :
POWERS WEDGE -BOLT PLUS
STEEL
15/B
1 1/4
1 1/2
8
4
AS
MANUFACTURED
= *:
��
�(/
2 KSI
1 5/8
6
3/B
1 1/2
7/16
4 KSI
1 3/8
6
t111t1(
1 3/4
8
NOTE 1
ELCO AGGRE-GATOR
300 SS
1/4
2
1 2
8
3
1/4
PRODUCT REVISED
GROUT FILLED
NOTE 2
ELCO ULTRACON SS4
410 SS
1/4
1
2
2
1 1/2
AS
1/4
SEE FASTENER
as complying with the Florida
guilding Code
CHU
NOTE 3
ELCO CRETE-FLEX SS4, FLANGED HEAD
410 SS
1/4
2.5
1 3/4
1 1/4
6
6
3
6
MANUFACTURED
1/4
MANUFACTURER
INSTRUCTIONS
NOA-No. 19-0516.08
NOTE 4
POWERS WEDGE -BOLT PLUS
STEEL
3/8
2
2 1/2
B
6
7/16
E■plration D 02J04/2021
NOTE ■, LAG SCREWS SHALL
HAVE STRENGTHS OF MINIMUM GRADE 1 STEEL, OTHER BOLT AND
SCREWS SMALL HAVE STRENGTHS OF MINIMUM GRADE 2 STEEL.
By
NOTE 1, CONCRETE MASONRY
(CHU) SHALL
BE > THE FOLLOVING, 6' WIDE, CHU CONFORMING TO
ASTM C-90
FILLED
WITH 4,747 PSI GROUT.
Miaml-Dadd Product Control
NOTE 2, CONCRETE MASONRY
(CHU) SHALL
BE > THE FOLLOWING, 6' VIDE, 2 KSI CHU CONFORMING TO ASTM C-90
FILLED WITH 1624 PSI GROUT.
NOTE 3, CONCRETE MASONRY
(CHU) SHALL
BE > THE FOLLOWING, 6' WIDE, CONFORMING TO ASTM C-9,0 FILLED WITH 3,350
PSI GROUT.
(O
NOTE 4, CONCRETE MASIINRY
(CHU) SHALL
BE > THE FOLLOWING, 6' WIDE, GRADE N, TYPE II,
LIGHT-WEIGHT/MEDNM-VEIGNT/NORMAL-WEIGHT CHU
CONFORMING TO ASTM C-90, MORTAR MUST BE TYPE 9