HomeMy WebLinkAboutNOAMIMI M
SCANNFD
St. Luce county
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Loren Cook Company
2015 E. Dale Street
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
w .miamidade.2ov/economy
Springfield, MO 65803
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: Series ACE Aluminum Rooftop Fans
APPROVAL DOCUMENT: Drawing No. SD080717-11, titled "ACE Power Ventilator Hurricane Rated",
sheets 1 through 11 of 11, dated 05105/2014, prepared by Loren Cook Company, signed and sealed by
Bradley F. Skidmore, P.E. on 11/04/2016, 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.
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 renews and revises NOA #16-1108.06 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. 18-0614.04
Expiration Date: October 2, 2023 .
Approval Date: August 2, 2018
4i/ / Page 1
Loren Cook Comuany
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted under previous NOA's
A. DRAWINGS "Submitted under NOA # 16-1108.06"
1. Drawing No. SD080717-11, titled "ACE Power Ventilator Hurricane Rated", sheets 1 through
11 of 11, dated 05/05/2014, prepared by Loren Cook Company, signed and sealed by Bradley
F. Skidmore, P.E. on 11/04/2016.
B. TESTS "Submitted under NOA # 16-1108.06"
1. 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
along with marked -up drawings and installation diagram of Model ACRU/VCR 300 Rooftop
Ventilator with 48" High Roof Curb, prepared by Intertek-ATI, Test Report No. G1591.01-
801-18, dated 09/22/2016, signed and sealed by Tyler Westerling, P.E.
"Submitted under NOA # 14-1218.05"
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
along with marked -up drawings and installation diagram of Models ACE
195 and ACE 300 Rooftop Ventilators, prepared by Intertek-Architectural Testing,
Inc., Test Report No. D7025.01-801-18, dated 08/11/2014, signed and sealed by
---- - - —Shawn-G.-Collins;_P.E.-------------- — — — -
"Submitted under NOA # 08-0424.03" -
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 Model ACE B, metal roof
vent, prepared by Architectural Testing, Inc., Test Report No. 78029.01-801-18, dated
03/03/2008, signed and sealed by Jeffrey T. Kaminski, P.E.
C. CALCULATIONS "Submitted under NOA # 14-1218.05"
1. Wind Loads and anchor calculations, prepared by Loren Cook Company, dated 05/05/2014,
signed and sealed by Bradley F. Skidmore, P.E.
"Submitted under NOA # 12-0529.24"
2. Wind Loads and anchor calculations, prepared by Loren Cook Company, dated 05/01/2012,
signed and sealed by Bradley F. Skidmore, P.E.
"Submitted under NOA # 08-0424.03"
3. Wind Loads and anchor calculations, prepared by Tom Barrow Co., complying with FBC-
2004, dated 07/17/2008, signed and sealed by John D. Winslow, P.E.
!d�/ily'/ryGi�
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No. 18-0614.04
Expiration Date: October 2, 2023
Approval Date: August 2; 2018
E-1
Loren Cook Company
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS "Submitted under NOA # 14-1218.05"
1. Statement letter of code conformance to the 5' edition (2014) FBC issued by Loren Cook
Company, dated 12/10/2014, signed and sealed by Bradley F. Skidmore, P.E.
2. No financial interest letter issued by Loren Cook Company, dated 12/10/2014, signed and
sealed by Bradley F. Skidmore, P.E.
2. New evidence submitted
I�17:7_%"BI1►RfI
1. None.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
L Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of code conformance to the 6 h edition (2017) FBC issued by Loren
Cook Company, dated 06/08/2018, signed and sealed by Bradley F. Skidmore, P.E.
J!07!1�iI741'E3
Carlos M. Utrera, P.E.
Product Control Examiner
NOA No.18-0614.04
Expiration Date: October 2, 2023
Approval Date: August 2, 2018
E-2
300'
BELT/DIRECT
6-15/16
5271/2
48-3/4
3
36
270
270
BELT/DIRECT
6-1/6
47-1/2
40-1/16
3
36
230
245
BELT/DIRECT
5-11/16
47-1/2
39-5/8
3
30
210
225
BELT/DIRECT
4-3/4
43-7/16
37-1/16
3
30
190
210
BELT/DIRECT
4-3/4
43-7/16
37-1/16
3
30
170
195
BELT/DIRECT
45/8
37-13/16
34-15/16
3
30
130
180
BELT DIRECT
4-3/8
37-13/16
34-11/16
3
1 30
120
155
BELT/DIRECT
3-7/8
32-15/16
29-7/16
2
1 24
100
150
BELT/DIRECT
3-1/2
32-15/16
29-1/16
2
24
95
135
BELT/DIRECT
2-7/16
28-7/16
27-1/4
2
20
80
120
BELT/DIRECT
2-1/8
28-7/16
26-15/16
2
20
75
60-100
BELT
2-7/8
23-9/16
21-1/8
2
18
50
100
DIRECT
2-1/2
18-3/4
16-13/16
2
18
30
90
DIRECT
2-1/2
18-3/4
16-13/16
2
16
28
70
DIRECT
1-3/4
13-5/8
13-13/16
2
18
20
UNIT
DRIVE
DIM
DIM
DIM
DIM
T
NOMINAL
SIZE
TYPE
A
B
C
D
SQUARE
WEIGHT
TOP CAP CYLINDER
(SHEET 4)
ONE, PIECE TOPCAP
(SHEET 5)_
I
BAFFLE -
(SHEET 6, 7, 8)
i
I
I
INLET
(SHEET 9)
LOWER'SUPPORT POST
(SHEET 10)
PRODUCT REVISED
nn99 wIM O,e PloOil
Builder Gone
NO4-Na. 15.1108.06
arplrodan 10/02/2019
ey
Mlam d Pm ucl Gnlro
NOTES: DESIGN PRESSURE +150PSF /-15OPSF
IMPACT RATING: LARGE MISSILE IMPACT RESISTANT
DESIGN TESTING AND INSTALLATION CONFORMS TO FLORIDA BUILDING CODE
ALL DIMENSIONS IN INCHES/ALL WEIGHTS IN POUNDS
SRADLEY F.
TOP CAP LID
(SHEET 3)
D
T-SQUARE
BASE
B (SHEET 11) '
PRODUCT REVISED
p In9, IM the Florida
Ouliding ada
NOA-Ne. 18.0614.04
EaplroOon o 10/O2J2024
by
d Produc<Cono.
MATL — 0O� damp C 0099 60D,
DRAWN SFS 05/05/14 O(7 .wuurKnwmz or w uoww ¢wnuun
DESIGNER SFS SHEET 1 OF 11 1%� ® a,e.
�Dmu
%N d06T i.
P.E. .uGJ'm
HURRICANE RATED
SDO80717-11 I E
48'MTAX. CURB
HEIGH
NOTES:
I) ACE POWER VENTILATOR AS REFERRED TO HEREIN REFERS TO ALL LORIN COOK MODEL ACE PDWER
VENTILATORS INCLUDING BOTH DIRECT DRIVE AND BOLT DRIVE UNITS WHICH ARE CONSTRUCTED W11H
THE SAME OUTER HOUSING COMPONENTS.
2) THIS APPROVAL IS FOR ME STRUCTURAL CAPACITY OF ME EXTERIOR HOUSING ONLY, IT DOES NOT
INCLUDE ANY INTERIOR MECHANISM OR ELECTRICAL PART.
3) THIS PRODUCT HAS NOT BEEN TESTED FOR WATER PENETRATION ACCORDING TO FLORIDA BUILDING CODE
TAS 100(A), WINO DRIVEN RAIN TEST. IT CANNOT BE INSTALLED MMIN THE RIDGE MCA MC 1523.6.52.13
24" MAX. CURB
HEIGHT 4) UNIT IS TO INCLUDE A CURB CAP BASE TO FACILITATE MOUNTING OF THE UNIT TO A WRB. ME
CURB MLL,BE ADEQUATELY ATTACHED TO ME BUILDING STRUCTURE 70 SUSTAIN ALL FORCES WHICH
MAY BE PRODUCED BY ME PRESCRIBED MVIROMENTAL FORCES EXERTED ON THE FAN AND CURB.
ME CURB MUST BE ATTACHED TO A STRUCTURAL MEMBER OF ME BUILDING.
CONCRETE DECK: CURB IS TO BE ATTACHED MM WEDGE TYPE CONCRETE ANCHOR - MINIMUM
3/8' DIAMETER CARBON STEEL - HILH KWM BOLT 3 OR EQUAL.
MINIMUM 2-1/2' Of ENGAGEMENT IN 200D PSI MINIMUM CONCRETE.
MINIMUM DECK THICKNESS 15 4'. ANCHORS ARE TO BE EQUALLY SPACED.
SEE TABLE FOR MINIMUM QUANTITY OF ANCHORS REWIRED PER CURB SIDE
ATTACHMENT OF CURB TO ROOF STRUCTURE
INST.WEfl TO SEAL 5}ALIFA TO SILL INSTALLER TO DEAL
E AS REDUIREO A9 PEWINEG AS REWIRED
GO_ R00F
B MINIMUM 2-1/2' CURB WRB
WGGFAIEM MINIMUM 1/2-
OFtM-'061.MA
UM 3"
THREADICGEMMINMUM 4" THROUGH
1VBCIWESS WNINUN 1/2"
EDGE DISTANCELMINIMUM 2-7/B' `MINIMUM 1/B" THINTCEEDGE DISTANCE. STEEL STRUCTURE U0' THIWI
�� �� N°�- SIRGVGTIRE
MINIMUM 2500P51 CONCRETE ADS STEEL STRUCTURE MIN. 4' NOMINAL THICK MOD
MINIMUM FY36K9 MIN 50 - .42
FASTENER TABLE
UNIT
SIZE
MINIMUM NUMBER OF
FpT�TACMRS PERUNIT TO SIDETO
MINIMUM NUMBER OF
FA CURB TO PER
STRUCTURE SIDE TO CH
60
5
5
70
5
5
SO
5
5
9O
5
5
100
5
5
120
5
6
135
5
6
150
6
7
165
6
7
160
6
B
195
B
B
210
B
9
225
6
9
245
B
10
270
9
10
300
9
14
PRODUCT REVISED
°'Nn9 with LNd Rudd.
Building CCo, .
NOAJMn. 1TP0614.04
E'PNn6dn milin 10/0212023
ey
mla Ioeudl n Ie
PRODUCT REVISED
en9 MEN Own Mild.
Buildings do
NDA-No. 16.11011.06
B.pB.tlon g11L� 10)02/2018
IBM
Nn
STEEL ROOF STRUCMRC CURB IS TO BE ATTACHED MAW SE1F-CRIWNG STEEL SCREW OF
MINIMUM NOMINAL SIZE OF /12 AND SCREW SHALL PASS THROUGH
STEEL STRUCTURE AT LEAST 1 47'. WE SCREW MUST BE AT LEAST
1/2-FROM MATERIAL EDGE TEE TABLE FOR MINIMUM QUANTITY OF
SCREWS REQUIRED PER CURB SIDE.
WOOD ROOF STRUCTURE: CURB IS TO BE ATTACHED MM STEEL LAG BOLTS NOMINAL SIZE OF
5/16' DIAMETER OR LARGER. MOD IS TO BE 4" NOMINAL SIZE OR
GREATER. ME BOLT SHALL HAVE A MINIMUM OF 3' OF THREAD
ENGAGEMENT AND SHALL BE AT LEAST 1-1/2' FROM MATERIAL EDGE -
SEE TABLE FOR MINIMUM QUANTITY OF BOLTS REWIRED PER CURB
SIDE.
5) ME CURB SHALL BE CONSTRUCTED DF G-90 GALVANIZED STEEL OR 3003-1124 ALUMINUM OR
STAINLESS STEEL ME WHO MATERIAL THICKNESS SHALL BE 18 GA (.0470') OR GREATER THE CURB
HEIGHT SHALL 007 EXCEED W.
6) THE ACE POWER VENTILATOR SHALL BE ATTACHED TO THE CURB WITH ONE OF TIE FOLLCMNG METHODS
INSTALLED ON ALL FOUR SIDES OF ME CURB CAP OR THROUGH THE USE OF THE ACCESSORY HINGED BASE,
ME FASTENERS SHALL BE V FROM EACH CORNER OF TIE FAN BASE. TIE DISTANCE BETWEEN
FASTNERS SHALL BE C OR LESS TIE QUANTITY OF FASTENERS INTO EACH CURB SIDE SHALL EQUAL
OR EXCEED ME QUANTITY SHOWN IN THE FASTENER TABLE (AT LLF1).
A) #12 X 2' HEX WASHER HEAD SELF-DRIWNG SCREW
B) ALTERNATE FASTENER - .25' HEX HEAD BOLT AND WASHER MM COMPANION NUT INSTALLED ON
ME INTERIOR OF ME CURB.
7) ALL FASTENERS ARE TO BE HIGH OUAUTY CORROSON RESISTANT STEEL OR STAINLESS STEEL.
B) ANY OAP BETWEEN ME CURB AND CURB CAP SHALL BE FlLLED BY ME INSTALLING CONTRACTOR MW A
SUITABLE CORROSION RESISTANT MATERIAL THAT ALLOWS ME FASTENERS TO BE INSTALLED WITHOUT
CAUSING EXCESSIVE DISTORTION OF THE UNIT FLANGES.
9) ME INSTALLER IS RESPONSIBLE FOR CHECKING THAT ALL FASTENERS ARE PROPERLY INSTALLED AND ALL
ACCESS PANELS ME IN PLACE BEFORE PUTTING ME UNIT INTO SERVICE
10) ALL FASTENERS AND ACCESS PANELS MUST BE PROPERLY INSTALLED AFTER MAINTENANCE OPERATIONS
FARIUMp TO MAINTAIN CODE COMPLIANCE `