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FL# Tvoe Manufacturer Validated By 5ta us
FL17022- Revision Extreme Metal Fabricators,LLC. Michael John Approved
R6 PL#:FL17022.1 Riemer,P.E.
History
Model:1-"SV Crimp"(R6)
(561)414-7557
Description:26 Gauge steel,3/8"rib height,24"wide lapped roof
panel mechanically attached to Wood Deck with screws
Category:Roofing
Subcategory:Metal Roofing
Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
I.
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:B50-487-1824
The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida,::PMvacv Statement'*:Accessibility Statement::Refund Statement
'.I
Under Florida law,email addresses are public records.If you do not want your e-mail address released In response LD a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contest 850.437.1395.-Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please
click there.
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a.
pP=ci9tt j Structural r=nglIn%=. erlrlq CBUCI,Ina Certificate of Authofizatfon#8OC4
Evaluation Report
"'5-V Crimp„
Metal Roof Assembly
Manufacturer:
Extreme Metal Fabricators, LLC.'
2160 SW Poma Drive
Palm City, FL 34990
(772) 872-8034
for
Florida Product Approval
# FL 17022.1 R6
Florida Building Code 5th Edition (2014)
Per Rule 61G20-3
Method: 1 - D
mem
Utn° : Roofing
sub categ° u gor
- a ey: Metal Roofing;
Prpdud:
Pam '` Product: S-V Crimp Roof,Panel
Pandwun' Material: Steel
support Panel Thickness: 26 gauge h
Panel Width: 24"
Support: Wood Deck
Digitally signed by lames L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61015-23.,,`�lttttt//
James L. Buckner, P.E., SECB ' ��.�`1�5,GdsC,oj ,,�
Jllfh~ftifessional Engineer#31242
RoridaPa4 En'tieer#31242 l` '*:
Hn�alorrl �ivation ANE ID: 1916 (VO 39242
pf0� tiger: Diana Galloway -•° ' * ' �;
Reportuo. 717 : W
mR No. 16-166-5V-S6W-ER
Dat Yt 16 ��.{�•. STATE OF �Q/
rRe r�s 16-123 5V-56W-ER) .!'LORIIDN.• �:
Qftte: 12/22/16 '/,,0O At�O��
Evaluation Report Pages 1-7
Contents:
Evaluation Report Pages 1-7
2016.12.2814:0833.85'00'
MUCK,Inc. - Palm Beach County,Florida
Phone:(561)491-9927•Email:cbuck@cbuckinc.net•Website:wWw.cbuckinc.net
Mail Address:2637 E.Atlantic Blvd,#34069,Pompano Beach,FL 33062
FL#: FL 17022.1 R6
Date: 12/22/16
CEAUCK r=nQ1nG=G=r1nj* Paprt No.:2 -1676-5V-S6W-ER
ge
.
SpexcialN Structural Engineering CsuCK,MI c.Certificate of Authorization#8064
I
Manufacturer: Extreme Metal Fabricators,I.I.C.
2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: S-V Crimp
Product Category: Roofing
I
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d) '
i
Product/System 5-V Crimp Roof Panel, 26 Gauge steel, 24" wide panel mechanically attached to
Description: Wood Deck with screws.
Product Assembly as Refer to Page 4 of this report for product assembly components/materials &
Evaluated: standards:
1. Roof Panel
2. Fasteners
3. Underlayment
4. Insulation Board (Optional)
Support: Type:
Wood Deck
(Design of support and its attachment to support framing is outside the scope of
this evaluation.)
Description:
• 15/32"or greater plywood,
• or Wood plank(min.specific gravity of 0.42)
Slope: Minimum slope shall be in compliance with ;F,BC Chapter 15 Section 1507.4.2,
applicable code sections and in accordance with manufacturer's
recommendations.
Performance: Wind Uplift Resistance:
• Design Uplift Pressure(ASD): Refer to Table A
(Refer to "Table A" attachment details herein)
FL M FL 17022.1 R6
Date: 12/22/16
M'�UCK E=nc)1
neer ing Page Report No.:3 of 7 16-166-5V-S6W-ER
SPL=(=1c91fi,ti Structural EngineeringOUCK,IPC.Certificate of Authorization#8064
M c!
Performance Standards: The product described herein has demonstrated compliance with:
0 UL580-06—Test for Uplift Resistance of Roof Assemblies
0 UL 1897-04—Uplft test for roof covering systems
0 TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein have demonstrated compliance witK,the performance
standards listed above as referenced in the current Florida Building Code.
Evaluation Report This product evaluation is limited to compliance!with the structural requirements
Scope: of the Florida Building Code, as related'to the',sco' pe section to,Florida Product
Approval Rule 61620-3.001.
Limitations and This evaluation report for "Optional Statewide Approval" contains technical
Conditions of Use: documentation, specifications and installaition method(s) which include
"Limitations and Conditions of Use through6ut the report in accordance with
Rule 61620-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval".
Option for application outside"Limitationis and Conditions of Use"
• Rule 611320-3.005(1)(e)allows engineering analysis for"project specific approval
by the local authorities having jurisdiction ,in accordance with"the alternate
methods and materials authorized in the Cod ei".Any modification of the product
as evaluated in this report and approved by the Florida Building Commission is
outside the"scope of this evaluation and will be the responsibility of others.
• This report is a building code product evaluation per FLPE rule(FAC)611315-36 to
comply with Florida product approval rule (FAC) 61G20-3.This evaluation report
is part of the Florida Building Commission approval for the listed code related
criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a
design certification of code compliance construction submittaldocumentation,
per FBC section 107,for any individual structure,site specific or permit design.
• Deck shall be in compliance with applicable building code.
• Design of support system is outside the scope,of this report.
• Fire Classification is outside the scope of Rule,61G20-3,and is therefore not
included in this evaluation.
J
• This evaluation report does not evaluate the use of this product for use in the
High Velocity Hurricane Zone code section. (Dade&Broward Counties)
Quality Assurance: The manufacturer has demonstrated compliance 'of roof panel products in
accordance with the Florida Building Code and - Rule 61G20-3.005 (3) for
manufacturing under a quality assurance program audited by an approved quality
assurance entity through Keystone Certification�s, Inc. (FBC Organization ID# QUA
1824).
FL#: FL 17022.1 R6
Date: 12/22/16
C:BL" J'JC:K L-na--ineenrin Page Report No.:4 of 7 16466-SV-S6W-ER
r pec3athi Structural Engirmapring CBUCK,Inc.Certificate of Authorization#8064
CSJ
Components/Materials Roof Panel: S-V Crimp
(by Manufacturer): Material: Steel
Thickness: 26 Gauge (min.)
Panel Widths: 24" (max.)Coverage
Rib Height: 3/8))
Yield Strength: 50 ksi min.
Corrosion Resistance: In compliance with FPC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90galvan,ized steel
Fastener:
FASTENER I Used forAttachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 1-1/2" (or of sufficient I,ength to meet 3/16"min.
Corrosion Resistance: penetration through deck or 5/8" min.
Standard: embedment into wood plank)
Per FBC Section 1506#6' and 1507.4.4
FASTENER 2 Per ANSI/ASME B18.611
Type:
Size: Used for Attachment Method 2, 3&4
Corrosion Resistance: Hex Washer Head Wood Screw
Standard: #10 x 1-1/2" (or of sufficient length to meet 3/16"min.
penetration through deck or 5/8" min.
embedment into wood plank)
Per FBC Section 1506.6 and 1507.4.4
Per ANSI/ASME 618.6,11
Components/Materials: Underlayment:
(by Others) Material and application shall be in compliance with'FBC Section 1507.4.5.1 and
1507.4.5.2, applicable codes and in accordance with manufacturer's
recommendations.
Insulation(Optional):
Type: Rigid Insulation Board
Thickness: 3"(max.)
Properties:
Density: 2.25 pcf(lbs/ft )min
Or Compressive Strength: 20 psi min.
insulation Notes:
* Rigid insulation shall meet minimum density OR compressive strength.
9 Insulation shall comply with FBC Section 1508. When insulation is incorporated,
fastener length shall conform to meet 3/16"min. penetration through deck or 5/8"
min.embedment into wood plank.
Fl.#: FL 17022.1 R6
Date: 12/22/16
n =r1n Page rt RepoNo.:5 of 7 16-166-SV-S6W-ER
caut'.3""K F6="� ncj1e=e
PeKnaffij Structural L-Minelering CBUCK,' c.Certificate of Authorization#8064
Installation: installation Method:
(Refer to"TABLE A"below and drawings at the end of this evaluatl6n report.)
• Fastener Spacing: Refer to`TABLE A"Below.
(attached to the tops of the Vs for a total of 3 screws across the width of the
panel.)
• Row Spacing: Refer to"TABLE A"Below
(along the length of the panel)
• Rib Interlock: Lapped l.
• 3/16" min. fastener penetration through deck or 15/8" min. embedment into
wood plank
• For panel construction at the end of panels, refer to! manufacturer's
instructions and any site specific design.
TABLE"A"
I
ALLOWABLE LOADS;
METHOD 1: METHOD 2:1 METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF =93.5
PSF -101 PSF 228 PSF
Row Spacing: W o.c. 16"O.C. 8"o.c. 6"o.c.
Fastener Spacing(along rows): 12"o.c. 12"o.c. 12"o.c. 2"o.c.
Fastener Size:
#9 #10 #10 #10
*Allowable design pressure(s)for allowable stress design,'(ASD)with a margin of safety of 2 to 1.
Install the 5-V Crimp roof panel assembly in'!�compliance with the installation
method listed in this report and applicable codesections of FBC Sfh Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturee, installation instructions as a
supplemental guide for attachment.
Referenced Data: 1. UL 580-06&UL 1897-04—Uplift Test
By Architectural Testing, Inc.-West Palm Beach,FL
(FBC Organization#TST ID:1527)
Report No.: D5893.01-450-18, Date: 05/021"/14
Report No.: F3366.01-450-18, Date:: 12/U",f15
2. TAS 125—Uplift Test
By Architectural Testing, Inc.-West Palm Beach, FL
(FBC Organization#TST ID:1527)
Report No.: D5893.02-450-18, Date:, 07 j 22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization IU;,;QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
.By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization#ANE 1916)
FL#: FL 17022.1 R6
Date: 12/22/16
i ring Page Report No.:6 of 76-5V-S6W-ER
CSOUCK CBUCK,Inc.Certificate of Authorization#8064
Sp mOc3try Structurcqi E=ngi e&L=r1ngj
Installation Method
Extreme Metal Fabricators, LLC.;';'
5-V Crimp (26 Gauge steel) Roof Panel attached to Wood Deck
Drawings
24"
12"
3/8"
OPTIONAL STRIATIONS
's
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
I
Fastener
#9 X 1-1/2"Min. or #10 x 1-1/2"Min.per Table"A"
Hex Washer Head Screw
Spaced 12"o.c.acrossil the Panel Width
Panel Overlap Refer to Table"A"for Spacing Along Panel Length
i
Deck-
15/3Z'or greater Plywood,or,j
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - Interior)
It ,
�1
FL#: FL 17022.1 R6
Date: 12/22/16
CIBUCKE-nglneedn Page Rep'ort No.:16416
4 76-5V-S6W-ER
SIOLFCldll'i StruCt iral 6nglnL=L=PlnQ CaUCK,Inc.Certificate of Authorization#8064
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-112"Min. or
#10 x 1-112"Min. perTable"A" ; 5-V Crimp Roof Panel
Hex Washer Head Wood Screws I
J =
+ 1
Optional:
Deck: Rigid Insulation
-15/32"or greater Plywood,or Thirdmess 3"Maximum
-Wood plank };
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1: METHOD 2: METHOD 3: METHOD 4:
Design Pressure(ASD)*: -86 PSF -93.5 PSF -101 PSF -228 PSF'
Row Spacing: 16"o.c. 16"ox! 8",!o.c. 6"ox.
Fastener Spacing(across panel width): 12"o.c. 12"o.c. I 12"o.c. 12"ox.
Fastener Size: #9 no #10 #10
*Allowable design pressures)for allowable stress design(ASD)with a margin of safety of 2 to 1.
ij
MARK:EF-CU-,3-03
4 PROJECT: 98806 CC CUP FANS DIRECT DRIVE
w
COOKDATE:1f11J2017
ACR -D VF
Upbiast Centrifugal -B Dia.
" ,Dia.
Exhaust Ventilator
Roof Mounted/Direct Drive
Electronically Commutated Vad-Flow@ Motor
i
STANDARD CONSTRUCTION FEATURES:
All aluminum housing-Backward inclined all aluminum wheel-Two
piece top cap with stainless steel quick release latches-{size 120- C
300}-Welded curb cap corners-Birdscreen-Permanently lubricated A
ball bearing motors-Corrosion resistant fasteners-Transit tested
packaging.
G
�"
T Sq.
PerformanceDimensions inches
Catalog Flaw SP Fan Power Speed A 20-15'116
Qty Number (CFM) (inwc) RPM (HP) FEG Control B 34-11!16
1 165R17D(VF) 1800 .250 774 .158 n/a(<1HP) EC C 30-3!4
Altitude(ft):591 Temperature fl:70 D `'• 23-13!16
Motor Information G !+ 2'
HP RPM* VoIts/Ph1Hz' Enclosure T Sq. 24
1/611725 115/1/60 OPEN -EC Vad-F/ate Roof Open.Sq.*! 19-112
programmed 0
Sound Data Inlet Sound Power by Octave Band Weigh bs)''*" _[Shipping,ng, 150 1 Unit 11261
'Roof opening size for verbs supplied by Cook only.
1 2 3 4 5 6 7 $ LwA dBA Sones —Indudes fan,motor a accessories
76173165 60 60 55 49 44 65 54 1 7.1
,i
Accessories:
FAN MOUNTED SPEED CONTROL
STD DISCONNECT PRE-WIRED NEMA1
BDA8 DAMPER Fan Curve
ROOF CURB RCG 22-16H-LESS NLR WrrRAY 0,75 .167
HURRICANE RATED CONSTRUCTION
MIAMI-DADS COUNTY,FL NOA 14-1218.04/11-13-2018
TAS-201: Large Missile Impact Test
TAS-202: Uniform Static Air Pressure Test I.
TAS-203: Cyclic Wind Pressure Test 0.60 134
FLORIDA PRODUCT APPROVAL,FLi 1695
HINGED BASE KIT
TIE-DOWN EYELETS(4)
y 0.45 .100 0
CiLtD
twy-/ I; •7
IL
0.30 .067 T
!t
r �
0.15 4 .033
Fan Curve Legend
CFM vs SP0.00 - '- -
0.00
CFM vs HP 0 M 500 i, 1000 1500 f 2000 2500
Point of Operation Q Flow{CFM}
System Curve
v6.6.153.13487
Page 2 of 17
_-.__ . .___. ._....__..__..._.._ . ._... ___._ ._ ---__ _._-. - -...._.._.__ . _......._- ._-
APPROVAL :
TAGS :
22.50 OD 22.50 OD
- - 19501D - - -- - -1'9:501D
----------------; ----------------j
j 30.00
I
I
15.44 1.99 TYP 15.44
DAMPER DAMPER
OPENING OPENING
NOTICE:ALADDIN METAL PRODUCTS,INC.RESERVES THE RIGHT TO MODIFY ANY AND ALL DESIGNS
NOTES: ON PRODUCED ITEMS.ANY MODIFICATIONS TO PRODUCTS OF THE ABOVE MENTIONED COMPANY
WITHOUT APPROVAL CONSENT WILL VOID WARRANTY ON SAID PRODUCTS.
1. MATERIAL: 16 GA. GALVANIZED STEELUNLESS OTHERWISE SPECIFIED ��J
2. FULLY WELDED DIMENSIONS ARE IN INCHES. ?Stat . ✓stc..
- T Forest Park,GA 30297
NAME_ DATE
3. HEIGHT:30"TALL FLAT I I Office:404-366-2215 Fax:404-366-9480
DRAWN M.ATKINS i 2/20/17 !TITLE FLAT FAN ROOF CURB
4. NO WOOD NAILER --H..._--
CHECKED
5. INSULATION: 1.5", 3# LINER AROUND PERIMETER
ENG APPR. I SIZE {DRAWING NO. f REV
- - I FRC 22.5 X 22.5 X 30"
THIRD ANGLE PROJECTION SCALE: 1:241 WEIGHT:61.65 B4 LINER SHEET OF