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.. Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail
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Lam FL# FL17022-R6
Application Type Revision
Code Version 2014
Application Status Approved
THESE PLAN AND ALL PPGPOSED WORK
Comments ti•ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT:
Product Manufacturer Extreme Metal Fabricators,L ,.
Address/Phone/Email 2160 SW Po ma Drive �(� P@�4 pp ptl 8g°�q� �®�Se;�gp®��cx?
(772)8Palm C172-8034 ty,FL 990 i bll �F�Y �199 k E Y did PPR 5 ELF.001d�tr�ar-.
tara@extrememetalfabricators.com
Authorized Signature James Buckner
jimmy@cbuckinc.net
Technical Representative Richard McKuhen }}�. e �
Address/Phone/Email 2160 SW Poma Drive jU�V nv QLAA
Palm City, FL 34990 ��. CTV,COU�i'�'�?UILnT�°=�=n�isjD�1"
(772)872-8034 REVIEWED FOR E
richard@emfab.net REVIEWED?DATE i
BY ) G • 1(
Quality Assurance Representative PLANS AND PERMIT A1`[WST BE IKEVT0,X J0101
Address/Phone/Email 0R N0 RINSPECT10N AV1LL T1t'
Category Roofing
Subcategory Metal Roofing
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed James L.Buckner, P.E. @ CBUCK,Inc.
the Evaluation Report
Florida License PE-31242
Quality Assurance Entity Keystone Certifications,Inc.
Quality Assurance Contract Expiration Date 04/22/2024
Validated By Michael John Riemer,P.E.
C7 Validation Checklist-Hardcopy Received
Certificate of Independence FL17022 R6 COI CertOfIndep.Ddf
Referenced Standard and Year (of Standard) Standard Year
TAS 125 2003
UL 1897 2004
UL 580 2006
Equivalence of Product Standards
Certified By
Sections from the Code
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 2/23/2017
Y Florida Building Code Online Page 2 of 4
riZ�;�.j Cj
Product Approval Method Method 1 Option D
Date Submitted 10/21/2016
Date Validated 12/29/2016
Date Pending FBC Approval 10/24/2016
Date Approved 01/01/2017
Summary of Products
FL# Model, Number or Name Description
17022.1 1- "5V Crimp" (R6) 26 Gauge steel,3/8" rib height,24"wide lapped roof panel mechanically
attached to Wood Deck with screws
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 1 5VCrimp 26ga WoodDeck EVALREPORT R6 odf
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 1 5VCrimp 26ga WoodDeck EVALREPORT R6 pdf
conditions and limitations of use.Install the Created by Independent Third Party: Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.2 2- "5V Crimp" (116) 0.032"Aluminum,3/8"Rib height,21"wide lapped roof panel,
mechanically attached to wood deck with exposed screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 2 5VCrimp 032Alum WoodDeck EVALREPORT R6.1)df
Approved for use outside HVHZ: Yes Verified By:James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 2 5VCrimp 032A1um WoodDeck EVALREPORT R6.pdf
conditions and limitations of use.Install the Created by Independent Third Party: Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.3 3 "1.5"Mechanical 1.5"rib height, 16"wide,24 gauge steel,standing seam roof panel
Seam" (115) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 3 1.5 MechSeam 24ga WoodDeck EVALREPORT.pdf
Approved for use outside HVHZ: Yes Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E.#31242
Impact Resistant: No Created by Independent Third Party: Yes
Design Pressure: +N/A/-Table A Evaluation Reports
Other: Refer to evaluation report for FL17022 R6 AE 3 1.5 Mech Seam 24ga WoodDeck EVALREPORT.pdf
conditions and limitations of use. Install the Created by Independent Third Party: Yes
assembly in compliance with the installation
method listed in this report and applicable code
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.4 4- "1.5"Mechanical 1.5"rib height, 16"wide, 0.032" aluminum, standing seam roof panel
Seam"(115) mechanically attached to wood deck with clips and screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 4 1.5
Approved for use outside HVHZ: Yes MechSeam 032Alum WoodDeck EVALREPORT.odf
Impact Resistant: No Verified By: James L. Buckner, P.E. @ CBUCK Engineering P.E. #31242
Design Pressure: +N/A/-Table A Created by Independent Third Party: Yes
Other:Refer to evaluation report for Evaluation Reports
conditions and limitations of use.Install the FL17022 R6 AE 4 1.5
assembly in compliance with the installation MechSeam 032Alum WoodDeck EVALREPORT.pdf
method listed in this report and applicable code Created by Independent Third Party: Yes
sections of FBC. Refer to manufacturer's
installation instructions as a supplemental
guide for attachment.
17022.5 5- "1 in. Nail Strip" (115) 1"rib height, 16"wide,26 gauge steel,standing seam roof panel
mechanically attached to wood deck with screws.
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17022 R6 II 5 1NailStrio 26ga WoodDeck EVALREPORT.pdf
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv2aB QpHpQQ... 2/23/2017
CE3UCK E:nqlnPL=�'��- QQ
L �
SpeciaWU Structural &ngineriwinq CBUCK,Inc.Certificate of Authorization#8064
i
Evaluation Report
"S-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 Sth Edition (2014)
Per Rule 61G20-3
Method: 1 - D
me r 1: Roofing
Categor
sub-Gitego u - Category: Metal Roofing
Pcodud:
j riae Product: 5-V Crimp Roof Panel
Paf*IThidmesc
Panelwd&.. Material: Steel
*Pair Panel Thickness: 26 gauge
Panel Width: 24"
Support: Wood Deck
Digitally signed by James L.Buckner,P.E.
Electronically signed and sealed documents
shall comply with the provisions of FAC Rule
Prepared by: 61G15-23.``tttlllrl/!!!!
James L. Buckner,P.E.,SECB `�g L. Bue
'mPk' 0 fessional Engineer#31242 � •''�+cErusF'••.F,p'�;
Nor da Profea n9 F�rneer 31242 = *' No 31242
1p�t-u<6�r,t�2 ation ANE lD: 1916
P Rep� '%k%ger: Diana Galloway =o: �-
W�
e No. 16-166-SV-S6W-ER %,(�'•. STATE OF :_��
Dat 22 16 �� •''•ALORIOP.•'
�Re rs/es 16-123 5V-S6W-ER) ss+
corFatiate: 12/22/16 ��'/,,,ONA`�`���
Ewluation Report Pages 1-7
Contents:
Evaluation Report Pages 1—7 0
2016.122814,0833-OVOO'
CBUCK,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 17022.1 R6
Date: 12/22/16
Repo : 16
CMUCK Engineering Page rt No. 2 of 7
CBUCK,Inc.Certificate of Authorization#8064
speaciani struchiral Encalnewrim
p
Manufacturer: Extreme Metal Fabricators,LLC.
2160 SW Poma Drive
Palm City,FL 34990
(772)872-8034
http://www.extrememetalfabricators.com/
Product Name: 5-V Crimp
Product Category: Roofing
Product Sub-Category Metal Roofing
Compliance Method: State Product Approval Rule 61G20-3.005 (1) (d)
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 FBC 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)
. i • FL 17022.1 R6
®® ®® Date: 12/22/16
VC Engineering Page Report No.:3 - 66-SV-S6W-ER
N.
..0
SpedafW Structural Engineering CBUCK,Inc.Certifcate';of Aufiiorization#8064- �' • i
Performance Standards: The product described herein has demonstrated compliance with:
• UL580-06—Test for Uplift Resistance of Roof Assemblies
• UL 1897-04—Uplift test for roof covering systems
• TAS 125-03—Standard Requirements for Metal Roofing Systems
Code Compliance: The product described herein have demonstrated compliance withithe 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 scope section to'Florida Product
Approval Rule 61G20-3.001.
Limitations and • This evaluation report for "Optional Statewide Approval" contains technical
Conditions of Use: documentation, specifications and installation method(s) which include
"Limitations and Conditions of Use" throughout the report in accordance with
Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is
the authority to approve products under"Optional Statewide Approval".
Option for application outside"Limitations and Conditions of Use"
Rule 61G20-3.005(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 Code".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)61G15-36 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 submittal documentation,
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.
i
• 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 Certifications, Inc. (FBC Organization ID# QUA
1824).
• • • FL 17022.1 R6
Dame: 12/22/16
CE;UCK Engineering Repo rt No.:4 16-16 76-SV-S6W-ER
Page of
Specialty Structural Englineering CBUCK,Inc.Certificate of Authorization#8064
Components/Materials Roof Panel: 5-V Crimp ('j
(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 FBC Section 1507.4.3:
• ASTM A792 coated, or
• ASTM A653 G90 galvanized steel
Fastener:
FASTENER I Used for Attachment Method 1
Type: Hex Washer Head Wood Screw
Size: #9 x 171/2" (or of sufficient length 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 B18.6.1
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/ASM E B18.6.1
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.
0 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.
FLO FL 17022.1 R6
Date: 12/22/16
ring
Report No.: 16-166-5V-S6W-ER
Page 5 of 7
Specialty Structural Engineering CBUCK,Inc.Certificate of AuthoCizotlon:#8,064
Installation: Installation Method: 1 3
(Refer to"TABLE A" below and drawings at the end of this evaluation report.)
■ Fastener Spacing: Refer to"TABLE A" Below
(attached to the tops of the V's 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
■ 3/16" min. fastener penetration through deck or 5/8" 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"
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" o.c. 8" o.c. 6" o.c.
Fastener Spacing(along rows): 12" o.c. 12" o.c. 12"o.c. 12" 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 code sections of FBC 5th Edition (2014).
The installation method described herein is in accordance with the scope of this
evaluation report. Refer to manufacturer's 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: 05/02/14
Report No.: F3366.01-450-18, Date: 12/18/15
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: 07/22/14
3. Quality Assurance
Keystone Certifications, Inc. (FBC Organization ID#QUA 1824)
Extreme Metal Fabricators, Inc. Licensee#974
4. Certification of Independence
By James L. Buckner, P.E. @ CBUCK Engineering
(FBC Organization #AN 1916)
• • FL 17022.1 R6
We: 12/22/16
CBUCK r=ngineering Page Report No.:6 of 7 16 166-5V-S6W-ER
C S Speacislttj Struc=furcsl fi:ncD1r*W=r1nQ CBUCK,Inc.Certificate of Authorization#8064
)p
Installation Method
Extreme Metal Fabricators, LLC.
S-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Drawings
24"
12"
3/8"
OPTIONAL STRIATIONS
Panel Profile
Nominal 12"o.c. Nominal 12"o.c.
Fastener
#9 X I I/Z'Min. or #10 x I-I/Z'Min.per Table"N'
Hex Washer Head Screw
Spaced 12"o.c,across the Panel Width
Panel Overlap Refer to Table"K for Spacing Along Panel Length
Deck:
-15/32"or greater Plywood,or
-Wood plank
Typical Assembly Profile View
(Typical Fastening Pattern Accross Width - interior)
FL 17022.1 R6
D Ite: 12/22/16
CBUCK E-nigineenring Page Report No.:1646 of 76-SV-56W-ER
7
Inc.Certificate f Autho rization#8064
SPL=C:ja1tLj Structural r=ncjinL=L=r1nqI CBUCK o
SPL C
Installation Method
Extreme Metal Fabricators, LLC.
5-V Crimp (26 Gauge Steel) Roof Panel attached to Wood Deck
Fasteners-
#9 x 1-1/2"Min. or
#10 x 14/27 Win. perTable W S-V Crimp Roof Panel
Hex Washer Head Wood Screw
tp
Optional:
Deck: Rigid Insulation
-1513Z or greater Plywood,or Thickness 3"Maximum
-Wood plank
Typical Roof Assembly
Isometric View
(Optional) Rigid Insulation Board per Page 4 of this report
TABLE"A"
ALLOWABLE LOADS
METHOD 1:1 METHOD 2: METHOD3: METHOD4:.
Design Pressure(ASD)*: -96PSF -93.SPSF -101PSF 228 PSF
Row Spacing: 16"o.c. ' 16"o.c. W o.c. 6"o.c.
Fastener Spading(across panel Width): 12"o.c. 12" o.c. 12"o.c. 12"o.c.
Fastener Size: #9 #10 #10 #10
Allowable design PressureNfor allowable stress design(ASD)with a margin of safety of 2 to 1.
MARK:"CU-3.03
M .
C00K
PROJECT:98806 CC CUP FANS DIRECT DRIVE
coo s DATE: 1/11/2017
ACRU-D VF B Dia.
Upblast Centrifugal D Dia.
Exhaust Ventilator
i Roof Mounted/Direct Drive
Electronically Commutated Vari-Flow®Motor
STANDARD CONSTRUCTION FEATURES:
All aluminum housing-Backward inclined all aluminum wheel-Two
piece top cap with stainless steel quick release latches-(size 120- A C
300)-Welded curb cap corners-Sirdscreen-Permanently lubricated
ball bearing motors-Corrosion resistant fasteners-Transit tested
packaging. ;
G
Performance Dimensions inches
Catalog Flow Sp Fan Power Speed A 20-15/16
Qty Number (CFM) (inwc) RPM (HP) FEG Control B 34-11/16
1 165R17D(vF) 1800 .250 774 .158 Na(<1HP) EC C 303/4
Altitude(ft):591 Temperature(F):70 D 23-13/16
Motor Information G 2
HP RPM* Volts/Ph/Hz Enclosure T Sq. 24
1/6 1725 115/1/60 OPEN -EC ad-Row.. Roof Open.SQ` 19-1/2
*Motor programmed to max speed of 776 RPM. NOTE:Accessories ma affect dimensions shown. i
Weight(lbs)— j Shipping150 1 Unit 125
Sound Data Inlet Sound Power by Octave Band
Roof opening size for curbs supplied by Cook only.
1 2 3 4 5 6 7 8 LwA dBA Sones —includes fan,motor&accessories.
76 73 65 60 60 55 49 44 65 54 7.1
Accessories:
FAN MOUNTED SPEED CONTROL
STD DISCONNECT PRE-WIRED NEMA1
BD-18 DAMPER Fan Curve
ROOF CURB RCG 22-16H-LESS NLR WRRAY 0.75 .167
HURRICANE RATED CONSTRUCTION
MIAMI-DADE COUNTY,FL NOA 14-1218.04/11-13-2018
TAS-201: Large Missile Impact Test
TAS-202: Uniform Static Air Pressure Test 0.60 \ 134
TAS-203: Cyclic Wind Pressure Test /
FLORIDA PRODUCT APPROVAL,FL11695
HINGED BASE KIT
TfE-DOWN EYELETS(4)
0.45 .100 0
= IL
1
I
0.30 .067 30
i
1
0.15 .033
Fan Curve Legend
CFM vs SP 0.00 - 0.00
CFM vs HP 0 _ 500 1000 1500 2000 2500
Point of Operation Q Flow(CFM)
System Curve
v6.6.153A34e7 Page 2 of 17
.......... ------
APPROVAL :
TAGS :
22.50 OD 22.50 OD
— 19.50 ID 19.50 ID-1
----------------- ------------------
30.00
1 .
15.44 99 TYP 15.44
DAMPER DAMPER
OPENING OPENING
ALADDIN METAL PRODUCTS,INC.RESERVES THE RIGHT TO MODIFY ANY AND ALL DESIGNS
ON ICED ITEMS,ANY MOD111CATIO111 III PRODUCTS 01 THE ABOVE MENTIONED COMPANY
NOTES: WITHOUT APPROVAL CONSENT WILL VOID WARRANTY ON SAID PRODUCTS,
1. MATERIAL: 16 GA.GALVANIZED STEEL .......
UNLESS OTHERWISE SPECIFIED
DIMENSIONS ARE IN INCHES, vflaxldbL Vejud 7ftembLa-fAl 90,A--i
2. FULLY WELDED Forest Park,GA 30297
1 NAME DATE Office:404-366-2215 Fax.404-366-9480
3. HEIGHT:30"TALL (FLAT) ---—--
DRAWN M.ATKINS 2120117 TITLE
4. NO WOOD NAILER FLAT FAN ROOF CURB
CHECKED
5. INSULATION: 1.5", 3# LINER AROUND PERIMETER ENG APPR. S IZE D RAWiNG NO REV
FRC' 22.5 X 22.5 X 39
A
THIRD 'SHEET- - ------
ANGLE PROJECTION L1 WEIGHT: 61.652
............ ........ ........ ......(SCALE: 1:24 GHT: B4 LINEROF
-------------------- .......... -----
ti
PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W.Biltmore St. Suite#1 14 L, rr-.�ELLA
Port Saint Lucie,FL 34984
Phone(772) 785 -9888
E-mail pwelchinc@aol.com
February 22, 2017
Re: Residential Re-Roof
660 Netfl6s Blvd.
Jensen]Reach,FL 34957
SCOPE OF WORK:
Install new Metal Roof(Extreme Metal Fabricators,LLC "5-V Crimp"FL#17022.1)at above
referenced address over new underlayment, and existing plywood sheathing.
DESIGN CRITERIA:
FBC 2014
ASCE7-10
PROJECT DATA:
BUILDING I-11EGHT= 10'-0"
A=3'
MEAN ROOF HIEGHT=<20'
ROOF ANGLE=4:12
SHAPE=PITCHED GABLE
ADJUSTMENT FACTOR= 1.00
RvIPROTANCE FACTOR= 1.00
WIND VELOCITY V ult= 165NUH
WIND VELOCITY V asd= 128 NTH
EXPOSURE=D
ENCLOSURE CLASS =ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT=-0.18
APPLIED UPLIFT DESIGN PRESSURES PER ASCE(PSF):
ZONE 1 (Field)=-40.3
ZONE 2 (Perimeter/Ridge) -68.0
ZONE 3 (Corners) -99.8 Paul Welch Inc.
Paul Welch P.E. Reg.No.!29945
-February 22,2017,
660 Nettles Blvd.Jensen Beach,FL
I of 3,
METAL ROOFING ATTACHMENT REQUIREMENTS:
Metal roofing to be attached with corrosion resistant Hex-Head wood screws#10 x 1
minimum with weather sealing washers(minimum 3/16"penetration through deck). Fasteners
shall be placed through the panel ribs at 12"on center across panel width and spacing along the
ribs as follows:
ZONE 1 (Field): FASTENER SPACING= 16"O.C.
ZONE 2(Perimeter/Ridge): FASTENER SPACING= 16" O.C.
ZONE 3 (Corners): FASTENER SPACING=8" O.C.
NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF
SLOPES UNDER 3 VERT. :12 HORZ.
Design uplift Pressure for attachment as per above:
Product Design Pressure: Zones 1 &2: -93.5PSF/Zone 3: -101PSF
Therefore O.K.
UNDERLAYMENT:
Underlayment shall be in accordance with manufacturer's guidelines, FBC 1507.4.5.1,and FBC
15074.5.2.Underlayment shall be Approved 30#Roofing Felt.
DECK INSTALLATION:
Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"OC.
perimeter and 6" O.C.field for all zones.
All work to be in compliance with product approval (FL# 17022.1),manufacturer's
specifications, and the Florida Building Code 2014.
Paul Welch Inc.
Paul Welch P.E. Reg.No.29945
_- Tebtuaiy 22,2017
660 Nettles Blvd.Jensen Beach,FL - -� 2 of 3
• i 0
lr�Ji✓ r I - t i
ij j I
i
4611
11
- I
I � ll 'lil I:
GA�.ti
ROOF ZONE PLAN
A=3'
( =ZONE DESIGNATION(TYPICAL)
NOTE: PROVIDE LAP SEALANT FOR ALL ROOF PANEL LAPS FOR ROOF
SLOPES UNDER 3 VERT. :12 HORZ.
Paul Welch Inc.
Paul Welch P.E. Reg.No.29945
February 22,2017
660 Nettles Blvd.Jensen Beach,FL - 3 of 3