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PAUL WELCH INC.
Mechanical Electrical Civil Engineering
1984 S.W. Biltmore St. Suite#114
Port Saint Lucie, FL 34984
Phone(772) 785 - 9888
Email pwelchinc@aol.com
October 28,2016
Re: Anderson Re-Roof
10725 S. Ocean Drive Unit 273
Jensen Beach, FL 34957
SCOPE OF WORK:
Remove existing roofing and install new 5-V Crimp Metal Roof(Gulf Coast Supply&
Manufacturing FL# 11651.13)at above referenced residence address over new underlayment
and existing plywood sheathing.
DESIGN CRITERIA:
FBC 2014
ASCE?-10
PROJECT DATA:
BUILDING HIEGHT= 18'
A=3'
MEAN ROOF HIEGHT=<30'
ROOF ANGLE=3:12
SHAPE=PITCHED HIP
IMPROTANCE FACTOR= 1.00
WIND VELOCITY V ult= 165 MPH
WIND VELOCITY V asd= 124 MPH
EXPOSURE=D
ENCLOSURE CLASS=ENCLOSED BUILDING
INTERNAL PRESSURE COEFFICIENT=-0.18
APPLIED UPLIFT DESIGN PRESSURES ON SLOPED ROOF (nsh:
ZONE 1 (Field) =-44.7
ZONE 2(Perimeter/Ridge) _-75.5
ZONE 3 (Corners) _-110.8
_ -- Paul Welch Inc.
Paul Welch P.E.Reg.No.29945
- -_ -
-.-October 28,2016
10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 :- - 1 of 4
METAL ROOFING ATTACEMIENT REQUIREMENTS:
Metal roofing to be attached with#9 - 15 x 1 Y2"long(minimum Y4"penetration through
plywood sheathing)Woodgrip screws with weather sealing washers spacing as follows:
ALL FASTENERS IN THE FLAT OF THE PANEL
ZONE 1 (Field):
Fasteners adjacent to ribs one s' "
� side(Type 1 per product approval) at 16 O.C.
ZONE 2 (Perimeter/Ridge):
Fasteners adjacent to ribs one side(Type 1 per product approval) at 16" O.C.
ZONE 3 (Corners):
Fasteners adjacent to ribs both side(Type 2 per product approval) at 16" O.C.
Zones 1 &2 Design uplift Pressure: -94.25 psf
Zone 3 Design uplift Pressure: - 131.0 psf
Zones 1 &2: 94.25 >75.5 >44.7 Therefore O.K.
Zone 3: 131.0> 110.8 Therefore O.K.
NOTE: CONTINUOUS APPROVED LAP SEALANT MUST BE USED AT ALL PANEL
SIDELAPS FOR SLOPES LESS THAN 3:12.
UNDERLAYMENT:
Underlayment shall be Tri-Built Roofing Products FL# 16048.1 "Tri-Built S/A HT TU".
While priming is optional, TRI-BUILT recommends priming the deck if the final roof cover is
not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back
the first 3 ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as-far as possible.
Once the entire length of membrane is in place,peel-off the release film diagonally while
holding the membrane tight.Firmly roll the membrane into place to achieve a bond.Horizontal
seams should be minimum 3-inches, configured to shed water.Vertical seams should be 6inches
and staggered not less than 2-ft from vertical seams in the course below.All over-granule end-
laps shall be sealed using either heat-welding or hot air_welding techniques. For Valleys and
Ridges: Cut underlayment into 4 to 6 foot lengths. Peel-the_elease'paper and center sheet over
valley or ridge. Drape and press sheet into place,_working from the center of the valley or ridge
in each direction.For valleys,apply the sheet starting-at thelowest point and worm upward.
10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 2 of 4
DECK INSTALLATION:
Re-nail all plywood sheathing(15/32"thick minimum)with 8D ring-shank nails at 4"O.C.
perimeter and 6" O.C.field for all zones.
All work to be in compliance with product approval (FL# 11651.13), (FL# 10648.1),
manufacturer's specifications, and the Florida Building Code 2014.
=Paul Welch Inc.
Paul Welch?.E:Reg.No. 29945
_ -- - -October 28,2016
10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34957 3 of 4
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ROOF ZONE PLAN
A=3'
01 ,0,03 =ZONE DESIGNATION(TYPICAL)
NOTE: CONTINUOUS APPROVED LAP SEALANT MUST BE USED AT ALL PANEL
SIDELAPS FOR SLOPES LESS THAN 3:12.
Paul Welch Inc.
_ =- Pau1 Welch P.E.Reg.No. 29945
October 28,2016
10725 S.Ocean Drive Unit 273 Jensen Beach,FL 34951 __ =- 4 of 4
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code vemmn 2911.4
Archived
Product Manufacturer TRI-BUILT Roofing Products
Address/Phone/Email 9050 Louisiana Street
(MI)B42--2449
david.ruiz@tribuiltmaterialsgroup.com
MYCIrVi lzed 3" 1-16 �,V
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david,ruiz@rribuiitmateriaisgroup.com
Technical Representative David Ruiz
Address/Phone/Email 250 Route 17 North
- <�, NO 07073
(2o-i)`842=2449
david.ruiz@tribuiltmaterialsgroup.com
Quality Assurance Representative
Address/Phone/Email
Category Roofing
Subcategory Underlayments
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
t.r..ir� - �:nmm�a•
Evaivation Report- hardcopy Received
Florida Engineer.or Architect Name who developed Robert Nieminen
the Evaluation Report
Rnririn 4 AF-S^i MY
Quality assurance Entity UL LLC
Quality Assurance Contract Expiration Date 10/16/2017
V lidated By j�ovn W. Knezevich, PE
L✓ Validation Checkiist-Hardcopy Received
Certificate of Independence FL16048 R3 COI 2015 01 COI Nieminen.odf
Refere rcEd Standard and Year(61F Standard) Stanaard Year
ASTM D1970 2009
ASTM G155 2005
7CIYWn/'rnY h..:.l `C12 7n17
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TAS 103 1995
Equivalence of Product Standards
Certified By
Sections from the Code
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Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement:: Refund Statement
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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 emails 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
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.,, EXTERIOR RESEARCH&DESIGN,LLC.
Certificate of Authorization#9503
UNIT#13
,IT® E�® 353 CHRISTIAN
OXFORD,}CT 06478
PHONE:(203)262-9245
FAX: (203)262-9243
EVALUATION REPORT
Allied Building Products Corp. Evaluation Report A42960.10.12-113
dba Tial-BUILT Roofing Products FL16048-R3
9.050 Louisiana Street Date of Issuance:10/25/2012
Merrillville, IN 46410 Revision 3: 10/08/2015
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and,regulations governing the use of
construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 51h Edition (2014) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes,the referenced
Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the-words "Trinity IERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 5.
Prepared by: it:nJrrnt+
e -s•-- Ltd
Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen,
+'. _�j}J P.E.on 10/08/2015.This does not serve as an electronically signed
Florida Registration No.59366,Florida DCAANE1983 document.Signed,sealed hardcopies have been transmitted to the
Product Approval Administrator and to the named client
CERTIFICATION OF INDEPENDENCE:
1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinity ERD is not owned,_operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E.does not have, nor will acquire,a financial interest in any other entity involved in the approval process of the
product.
5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained
specifically for that purpose.
PTRRINrryIERD
ROOFiNG COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub-Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments,as produced.by TRI-BUILT,have demonstrated compliance
with the following,sections of the Florida Building Code through testing in accordance with the following Standards.
Compliance is subject to the installation Requirements and Limitations/Conditions-of Use set forth herein.
2. STANDARDS:
Section Property Standard Year
1507.2.4,1507.2.8,1507.2.9.2, Physical Properties ASTM D1970 2009
1507.4.5.1,1507.5.3,1507.7.3
1504.6 Accelerated Weathering ASTM G155 2005
1507.3.3 Installation Practice FRSA/TRI April 2012(04-12) 2012
1523.6.5.2.1 Physical Properties TAS 103 1995
3. REFERENCES:
Entity Examination Reference (Date
ERD(TST6049) Physical Properties 540540.02.13-1 02/19/2013
ERD(TST6049) Physical-Properties 540540.11.13 11/19/2013
ERD(TST6049) Physical Properties 540540.03.14 03/26/2014
ERD(TST6049) Physical-Properties S44870.04.14-2 04/02/2014
ERD(TST6049) Physical Properties S44870.04.14-3 04/02/2014
ERD(TST6049) Physical Properties 544870.04:14-1 04/10/2014
ERD(TST6049) Physical Properties 544870.04.14-4 04/10/2014
ERD(TST6049) Physical Properties S43530.02.14-1-R1 05/14/2014
ERD(TST6049) Physical Properties 543530.05.14 05/28/2014
ERD(TST6049) Physical Properties S40540.10.14 10/31/2014
ERD(TST6049) Physical Properties SC7645.02.15 02113/2015
ERD(TST6049) Accelerated Weathering SC8520.04-15 05/27/2015
UL,LLC.(QUA9625) Quality Control Multiple-Listing R16814 09/04/2015
UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/16/2017
4. PRODUCT DESCRIPTION:
4.1 Self-Adhering Underlayments:
4.1.1 Tri-Built Sand-R SA Shingle Underlayment is a self-adhering, glass-mat reinforced; sand-surfaced, SBS
modified bitumen roof underlayment,with a 36-inch sheet width.
4.1.2 Tri-Built S/A HT TU Underlayment is a self-adhering, non-woven polyester fabric surfaced, SBS modified
bitumen roof underlayment
4.1.3 Tri-Built Smooth HT S/A Underlayment is a self-adhering,glass-mat reinforced,film-surfaced,SBS modified.
bitumen roof underlayment.
S. Umrrmms:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in the HVHZ.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design,LLC. Evaluation Report A42960.10.12-113
Certificate ofAutharkation#9303 FL16048-R3
Revision 3:10/08/2015
Page 2 of 5
pTpt.INITYIERD
5.4 TRI-BUILT Roof Underlayments may be used with any prepared roof cover where the product is specifically
referenced within FBC approval documents. If not listed,a request may be made to the AH1 for approval
based on this evaluation combined with supporting data for the prepared roof covering.
5.5 Allowable roof covers applied atop the underlayments.are as follows:
TABLE 1: ROOF LOVER OPTIONS
Underlayment Asphalt Nail-On Tile Foam-On Tile Metal wood Shakes Slate
Shingles &Shingles
Tri-Built Sand-R SA Shingle Yes No No No Yes Yes
Underlayment
Tri-Built S/A HTTU Yes Yes Yes
Yes Yes Yes
Underlayment See 5.5.1
Tri-Built Smooth HT S/A Yes No No Yes Yes Yes
Underlayment .
5.5.1 "Foam-On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion/ long
term aging data from an accredited testing laboratory is provided.
➢ Tri-Built S/A HT TU Underlayment with 3M11"2-Component Roof Tile.Adhesive AH-160(FL6332)or Dow
TileBOnd'"°Roof Tile Adhesive(FL717)
5.6 Allowable substrates are.noted below:
5.6.1 Direct-Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural
concrete.
While not required over plywood,OSB or Southern Yellow"Pine.substrates,TRI-BUILT recommends priming
the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI-BUILT requires
tongue-and-groove board decking be covered with plywood or OSB prior to installation of the self-
adhering underlayment.
5.6.2 Bond-to-Insulation:
Tri=Built S/A HTTU Underlayment applied to:
➢ Dens Deck Prime;SECUROCK Gypsum-Fiber Roof Board.
For installation under mechanically attached .prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam-on the systems,insulation attachment shall be:designed by a qualified design.professional and
installed based on testing of the insulation/underlayment system in accordance with FM 4474,Appendix D
or TAS 114,Appendix J.
5.6.3 Bond to Mechanically Attached Base Laver:
➢ ASTM D226,Type I or II felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
minimum codified requirements. For installations under foam-on tile.systems,base.layershall be attached
per minimum requirements of FRSA/TRI April 2012(04-12).
Exterior Research and Design,LLC. Evaluation Report A42960.10:12-113
[ertif/cate ofAuthorization 49503 f1.16048-113
Revision 3:10/08/2015
Page 3 of 5
10
\J TRINITY IERD
5.6.4 Wind Resistance for Underlayment_Systems in Foam-On Tile Aoplications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where
the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck
underlayment systems that are not addressed in FRSA/TRI April 2012_(04-12).and.are used in foam-on tile-
applications. Maximum Design Pressure is.the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing�pressure divided by 2(the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FBC.1609 for determination of design wind pressures.
5.6.4.1 Maximum Design Pressure=-45.0 psf.
Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ.
Primer: (Optional)ASTM D41
Underlayment: Tri-Built S/A HT TU Underlayment,self-adhered. .
5.7 Exposure Limitations:.
5.7:1 Tri-Built Sand-ll SA Shingle Underlayment or Tri-Built:-Smooth-HT S/A Underlayment shall not be left
exposed for longer than 30-days after installation
5.7.2 Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
6. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT published installation
requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below.
6.2 Re-fasten any loose decking panels,and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris prior to application,and prime the substrate(if applicable).
6.3 Tri-Built Sand-11 SA Shingle Underlayment,Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment:
6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections
1507 for the type of prepared roof covering to be installed.
6.3.2 Non-Tile applications:
While priming.is optional,TRI-BUILT recommends priming the deck if the final roof cover is not slated for
installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel-off the release film diagonally while holding the
membrane tight. Firmly roll the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below. All over-granule end-laps
shall be sealed using either heat-welding or hot air welding techniques.
When installing at slopes above 8:12, Allied Building Products Corp recommends back-nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths.Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys,:applythe sheet starting at the lowest point and work upward.
6.3.3 Tile Applications(Tri-Built S/A HT TU Underlayment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment.
ExteriorResearch`and Design;UC. Evaluation Report A42960.10.12-R3
Certificate of Authorization#9503 FL16048-R3
Revision 3:10/08/2015
Page 4 of 5
r.
�JTRRINrry�ERD
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having,Jurisdiction.in order to.properly evaluate-the-installation of
this product.
-$. MANurAcTURING PLAINTS:
Contact the noted QA agency for information on product locations covered-for F.A.G.Rule 9N-3 QA requirements.
9. QUALITY ASSURANCE ENTITY..
UL,LLC—QUA9625;(314)573-3406;Uhancellor@usmixom
-END-OF EVALUATION-REPORT-
Exterior Research and Design,LLC. Evaluation Report.A42960.10.12-113
Certificate of Authorization#9503 F1.36049-113
Revision 3:10AS11015
Page 5 of 5
10/21/2016 Florida Building Code Online
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Code Version 2014 FL# 11651
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Search Results-Applications
F4# Tyne Manufacturer Validated By Status
FL11651-R2 Revision Gulf Coast Supply&Manufacturing, LLC. Locke Bowden Approved
i to Category:Roofing (334)300-1800
Subcategory:Metal Roofing
*Approved try DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if neoamary.
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Pfone:&50-487-1824
The State of Florida is an WEED employer.e^miyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Rsfetnd Stateme
Under Florida taw,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity-Instead,contact the ofd by phone or by traditional mail.If you have any questions,please contact 850487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective CcbD i-4 2012,licensees licensed under Chapter 455,FS.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do riot 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 dick here.
Product Approval Accepts:
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hUpsJ/floridabtiilding.org/prlpr app lstaspx 1/1
00,
® • ® . ® • ® ® . ® 0Gulf��
SUPPLY & MANUFACTURING
5VCRIMP
1 26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
• • ,A PRODUCT APPROVAL • 11651.13
I IVI
Product Evaluation Report
GULF COAST SUPPLY& MANUFACTURING, LLC:
26 Ga. 5V Crimp Roof Panel over 15132" Plywood
Florida Product Approval #11651.13 R2
Florida Building Code 2014
Per Rule 61 G20-3
Method: 1 -D
Category: Roofing
Subcategory: Metal Roofing
Compliance Method: 61 G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Gulf Coast Supply & Manufacturing, LLC.
14429 SW 2nd Place, Suite G30
Newberry, FL 32669 PIEL S.,jr�
Engineer Evaluator: _* No. 7.5519 ;_
Dan Kuhn, P.E. #75519
Florida Evaluation ANE ID: 10743
STATE OF :Q `
- O •
ID
Validator: J.
S�ONAL Ems•``':
Locke Bowden, P.E. #49704 „ %
9450 Alysbury Place o.6�3o�Zo15
Montgomery, AL 36117
Contents:
Evaluation Report Pages 1 - 5
FL#11651.13 R2.JUNE 15,2415
ENGINEERING,KUHN
G �Coo a� t
SUPPLY & MANUFACTURING
PRODUCT5VCR-I 'Mp
26 GA. 5VCRIMP ROOF PANEL OVER 15/32" PLYWOOD*
FLORIDA APPROVAL •
. 11651.13 R2
�'• TM
Code Compliance: The product described herein has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load
requirements of the Florida Building Code 2014,as relates to Rule 61 G20-3.
Performance Standards: The product described herein has demonstrated compliance with:
® UL 580-06-Test for Uplift Resistance of Roof Assemblies
• UL 1897-04-Uplift Test for Roof Covering Systems.
Reference Data: 1. UL 580-94 11897-98 Uplift Test
Force Engineering &Testing, Inc. (FBC Organization##TST--5328)
Report No. 117-0053T-05 & 117-0331 T-08
2. Certificate of Independence
By Dan Kuhn, P.E. (FL#75519)@ Kuhn Engineering, LLC
(FBC Organization#ANE ID: 10743)
Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard..
2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test
standard.
Quality Assurance Entity: The manufacturer has established compliance of roof panel products in
accordance with the Florida Building Code and Rule 61 G20-3.005(3)for
manufacturing under a quality assurance program audited by an approved quality
assurance entity.
Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2014, including
Section 1507.4.2 and in accordance with Manufacturers recommendations.For
slopes less than 3:12, lap sealant must be used in the panel side laps.
Installation: Install per Manufacturer's recommended details.
Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2.
Roof Panel Fire Classification: Fire classification is not part of this acceptance.
Shear Diaphragm: Shear Diaphragm values are outside the scope of this report.
FL#11651.13 R2•JUNE 15,2015
KUHN ENGINEERING, LLC
11670 ISLAND LAKES LAINE. BOCA RATON. •
® • ® ® m • e GulfLos�
SUPP5VCR.IMP
LY & MANUFACTURING
J
• GA. 5,VCRIMP ROOF PANEL OVER • •
PRODUCTFLORIDA APPROVAL •
. 11651.13 R2
TM
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014, Sections 1504.3.2.
Product Description: 5V Crimp Roof Panel, 26 Ga. Steel, 24" Coverage, through fastened
roof panel with fasteners in the panel flat over minimum 15A2" plywood decking.
Non Structural application.
Panel MateriaVStandards: Material: Minimum 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to
Florida Building Code 2014 Section 1507.4.3.
Paint Finish Optional
Yield Strength: 80.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2014, Section 1507.4.3.
Panel Dimension(s): Thickness: 0.018" Minimum
Width: 24" Coverage
Rib Height: 3!s" Major Rib
Panel Fastener: #9-15x1.5" with seating washing in the flat of the panel or approved equal,
A" minimum penetration through plywood.
Corrosion Resistance:Per Florida Building Code 2014, Section 1506.6, 1507.4.4
Substrate Description: Minimum 15/32" thick,APA Rated plywood over supports at maximum 24" O.C.
Design of plywood and plywood supports are outside the scope of this evaluation.
Must be designed in accordance w/Florida Building Code 2014.
Design Uplift Pressures: Table"A"
Maximum Total Uplift Design Pressure 94.25 psf 931.0 psf
Fastener Pattern 12"-12" 9.5"-2"-9.5"
Fastener Pattern Spacing
161;1"1 O.C. 16" O.C.
Design Pressure includes a Safety Factor=2.0.
FL#11651.13 R2 a)UNE 15,2015
ENGINEERING,M .KUHN
D A D • , D B D A �,J'
Gulf
SUPPLY & MANUFACTURING
5VL'a" RIMP
26 GA. 5VCRIMP 4
ROOF PANEL OVER PLYWOOD*
LORIDA PRODUCT APPROVAL NO. 11651.13 R2
-� I M
Design Procedure: For roofs within the parameters listed on the load table, fastening pattern must
at a minimum meet those listed for the applicable wind zone. For all roofs outside
the parameters listed on the load table, design wind loads shall be determined
for each project in accordance with FBC 2014 Section 1609 or ASCE 7-10
using allowable stress design.The maximum fastener spacing listed herein shall
not be exceeded.This evaluation report is not applicable in High Velocity
Hurricane Zone_ Refer to current NOA or HVHZ evaluation report for use of this
product in High Velocity Hurricane Zone.
FL#11651.13 R2•JUNE 15,2015
ENGINEERING,KUHN
Gulfcan�
. 5VCRIMP
26 GA. 5VCRIMP
ROOF PANEL OVER PLYWOOD'
FLORIDA PRODUCT APPROVAL NO. 11651.13,R2
.� Tlvl
ENGINEER.LOAD TABLE:26 Ga. 5VCronip Roof Panel over 15/32"Plywood
Buildings having a Roof Mean Height=20'-0";Roof Slope: 2"/12" - 12"/12"Gable or Hip Roof;Wind Speeds 120-
180mph, Exposure C, Risk Categor7 II, Enclosed Building, based on Florida Building Code 2014.
120 130 140 150 160 170 180
WIIND FASTENER SUBSTRATE
(MIN.114"
SPEED Penetration) (MIN-15/32") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER
SPACING SPACING SPACING SPACING SPACING SPACING SPACING
ZONE 1 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
ZONE 2 #9-15x1.5" Plywood 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1 16"TYPE 1
ZONE 3 #9-15x9..5" Plywood 16"TYPE 1 16'TYPE 1 16"TYPE 1 76n TYPE 1 16"TYPE 1 16"TYPE 2 W,TYPE 2
1.)PANEL DESCRIPTION:5V CRIMP,MIN.26 GA.,GRADE 80,24"COVERAGE_
2.)PANEL FASTENER:#9-15X1.5" HWH WITH SEALING WASHER W/MIN. A" PENETRATION.
3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:-94.25 PSF@ 16" O.C.FASTENER SPACING TYPE 1 FASTENER PATTERN,-131.0
PSF @16" O.C. FASTENER SPACING TYPE 2 FASTENER PATTERN BASED ON TAS 125, UL 580/UL 1897 TESTING.
4.)PLYWOOD DECKING:MIN.%"THICK PLYWOOD MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014.
5.)ROOF SLOPE:ON ROOF SLOPES LESS THAN 3:12,LAP SEALANT MUST BE USED IN PANEL SIDE LAPS.
6.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85)MULTIPLIED BY 0.6 PER FLORIDA BUILDING
CODE 2014
ZONE 2 HIP ROOF ZONE 3 a Note:Dimension(a)is defined as 10%of the minimum width of the building or
a 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be
------------------
— —/' less than either 4%of the minimum width of the building or 3 feet.
RIDGE
TYPE 1 FASTENER PATTERN
----------- (1) #9 15 x i-1/2" HWH w/Sealing Washer
ZONE 1 ; -1211 12"
-----------------
EAVE At Panel Lap::�/
ZONE Z GABLE ROOF
� TYPE 2 FASTENER PATTERN
\-- RIDGE
—� (1) #9-15 x 1-1/2u HWH w/Sealing Washer
— — ----------- a
11+--------------------- + a
ZONE 1
I I
�I — --------------4
ZONE3 "EAYE
FL#11651.13 R2•)UNE 15,2015
ENGINEERING,KUHN