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emu R659fiRS RECEIVED
"J Application Type Revision
Cade Version 2017 OCT
9 0
Application Status Approved
18
Comments'
ST. Lucie County, .Permltting
Archived
SCANNED
Product Manufacturer Carolina Carports;Inc. �+ BY
Address/Phpne%Email 187CardinalRidge Traii ` t LUCIQ COunf
Dobson, NC 27017
.(336)367--6400 y
Ftvalldation@yahoo.com
I
Authorized Signature robert cope'
jason.c@ca.rolinacarports.com
Technical Representative Jason Cope.
Address/Phone/Emall 167 Cardinal Ridge Trail
Dobson, NC 27017
(800) 670-4262 Ext 2037
jason.c@ccihq.blz
Quality Assurance Representative
Address/Phone/Email
Category Structural Components
Subcategory Roof Deck
Compliance. Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida
Professional Engineer
Evaluation Report - Hardcopy'Received
Florida Engineer or Architect Name who developed Terrence E. Walfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 04/05/2027.
Validated By Brian Jaks, P.E.
Validation Checklist-.Hardcopy Received
Certificate of Independence FL6596 R5 COI .Letter of Certification.odf
Referenced Standard and Year (of Standard) Standard year
ASTM E 1592 2065
FM 4471' 1992
Equivalence of Product Standards
Certified By
Sections from.the Cade.
i
hops://www.floridabuildirig.org/pr/pr app d8.asp)7pararn=wGEVXQwtDgtLgagLWlPgdmugLTOCyKesqsqa/`2fixULlbg`/aid V2
Product Approval Method
Date Submitted
Date Valldated
Date Pending FBC Approval
Date Approved
Summary of Products
' r
Florida Building Code Online
Method 1 Option D
OB/15/2027
08116/22017
OB/2W2017
10/10/2W
FIL #•
Model; Numbet or Naine
Deserlption
6596:1
AG Panel
26 Ga AG Roof Panel over open framing
Limits of Use
installation Instructions
Approved for use in HVHZ: No
FL6596 R5 Ii 26 Ga. AG Roof Panel secured,odf
Approved for use outside HVHZ: Yes
Verified By: Terrence E. Wolfer PE. 44923
Impact Resistant: N/A
Created by Independent Third Party: Yes
Deslgn.Pressure: +57:3 psf/,62.5 psf r
Evaluation. Reptirts
Other. See Evaluation Report far• various deslgn pressures.
01-6596 R5 AS 26 Ga. AG Roof Panel secured_pdf
Install per manufacturer's details. Not far use In HVHZ Zones.
Created by Independent Third Party: Yes
6596Z A6 Panel 29 Ga. AG Roof Panel over open framing .
Limits of.Use Installation Instructions
Approved for use in HVHZ: No FOS% RS II 29 Ga, AG Structural Roof Panel-NON'HVHZ
Approved for use outside HVHZ: Yes secured,R I.
Inipact Resistant: N/A ' Verified By: Terrence E. Wolfe, PE. 44923
Design Pressure: +41.6 psf/-57.3, psf ' Created.by Independent Third Party: Yes
Other: See -Evaluation Report for various design pressures. Evaluation Rep
marts
Install per manufacturers details. Not for use in HVHZ Zones. FL6S96 RS AE 29 Ga. AG Structural Roof Panel NON HVHZ
secured.odf..
Created by IndependentThird.Party: Yes
Contact Us:: 2601`Ithir Scone pond. Tllahnssea FL 32399 Phone: 050-407,1824
The State of Florida Is an AA/EeD employer. �royyj(gh[ 2ag7-20i Srete of SOON. = IPdvacv Stntemant :: Arcess1611ity Smtement :: Refund Statement
under Florida law, email addresses are public records. Ifyou do not want your e.mail address released In response to a.publle records request~ do not send electronic
mall to thts entity. lmtead, contact the office by phone arby tradltiansl'mall. If you have any qucgons, please contada50.487.1395. -Pursuant to Section
45S.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
ana Thu emalts Provided may be used for offidal communication with the licensee. However email addresses am public record. If you do not wish to supply a personal
address, plaosa.provrde the Department with an email address which can be made available to the public To determine If you are a 8eensee under Chapter 4SS, F.S.,'
please dick peke .
Product Approval Accepts: -
n�«�
Credit Card
Safe
https://www.Uoridabuilding.org/pr/pr. app dU.ispx7param�—wGEVXQwtD4tLghgtW[Pgdmv9LTOCyKes4sqa/o2fziU[Jbga/a3d
j
212
Force Enginc ' g & Testing Inc.
19530IIamb1cwood Drive
Huinbl ;rX 7733a'
Product Evaluation Report
CAROLINA CARPORTS, INC.
26 Ga. AG Roof Panel over open framing
Florida Product Approval # 6596.1 li5
Florida Building Code 2oi7
Per Rule 6IG20=3
Method:l—D
Category: Structural Components
Subcategory: Roof Deck
Compliance Method: 61G20-3.005(1)(d)
NON HVHZ
Product Manufacturer:
Carolina Carports, Inc.
187 Cardinal Ridge Trail
Dobson, NC 27017
Engineer Evaluator:
Terrence E. Wolfe, P.E. # 44923
Florida Evaluation ANE ID:1920
Valldator.
Brian Jaks P.E. #70159
Contents:
Evaluation Report ' Pages 1-4
-A C E r Z.
W. 4499
o • STATE OF : a
0 Ri
FL# 6596.1 R5
August 14, 2017
I
i
a
& T
UForce
Enginecrin g esting Inc .0
195301Lvnbtcvvucd Drive
HumbIcTXT%338
Compliance Statement
The product as described in this report has'demanstrated compliance with the
Florida Building Code Z017, Sections 1SO4.3.2,1504.7.
Product Description:
AG Roof Panel, 26 Ga. Steel, 36" Wide, through fastened structural roof panel.
Structural Application.
Panel Material/Standards:
Material: 26 Ga. Steel, ASTM A792 or ASTM A653 G90 conforming to Florida
Building Code 2617 Section 1507.4.3. Optional paint finish:
Yield Strength: Min. 80.0 ksi
Corrosion Resistance: Panel Material shall comply with Florida Building Code
2017, Section 1507.4.3.
Panel Dimension(s):
Thickness: 0.018V min: order thiclmess
Width: 36" maximum coverage
Rib Height: W; major rib at 9" O.C.
Panel Rollfaimer: MR5 Metal Rollforming Systems
Panel Fastenei:
912-14 x Y." HWH SD03 with S/S"(16mm) diameter sealing washing or approved
equal.
Corrosion Resistance: Per Florida Building Code 2017,Section1507.4.4.
Substrate Description:
Minimum 14 Ga. (Grade 50) Steel tube framing orMinimum 18 Ga. (Grade 50)
Steel hat channelpurlins/girts_ See Table A for steel gauge. Framing must be
designed in accordance w/ Florida Building Code 2017.
Allowable Design Pressures:
Maximum 00anpressures
59.9 psf
,62.5 psf
`. -83.3 psf
+46,9 psf
+57.3 psf
Panel Fastener Pattern:
22-1-2-12-1-2-1
2-1-Z-1
2-1-2-1
2-i-2-1
Panel Span:
5'-o" O.C.
4r•e" O.C.
4'-0" O.C.
s'-0' O.C,
4'•0' O.C.
substrate:
Min.14 Ga.
Steel Framing
Min. IS Go. Steel
Framing
, Min.14 Ga. Steel
- Framing
Min.18 Ga.
Steel Framinp
Min.18 Ga.
Steel Framing
-uesign rressure mauves a safety Factor= Zp.
FL# 896.1 R5
'llttttflr�Q
O
cENSFt�..i
STATE OF +�
.0fO•c`' Fi ORI 1p
August 14, 2017
r.
Force Engineering & Testing Inc:
195381iunblcwood DAvc
Humbic XX 77338
Code Compliance:
-The product described herein has demonstrated compliance with
The Florida Building Code 2017, Section 1504.3.2,1504.7.
Evaluation Report Scope:
The product evaluation is limited to campliance_with the structural wind load
requirements of the Florida Building Cade 2017, as relates to Rule 61G20-3.
Performance Standards:
The product described herein has demonstrated. compliarice.with:
ASTM E•1592-05 (2012) Test method for structural performance of
sheet, metal roof and siding systems, by uniform static air pressure
difference
■ . FM 4471-'92 - Foot Traffic Resistance Test
Reference Data.
1. ASTM E 1592.05 Test
Force Engineering & Testing, Inc. (FBG Organization 9 TST 5328)
Report Ala. 183-0063T 16A-E
.2. FM 4471-10, Section 4A Foot Traffic Resistance Test
Force Engineering &Testing, Inc: (FBCOrganlzation IfTST 5328)
Report No.'183-0109T-12, & 183.0142T--15
3. Certificate of Independence
By Terrence E. Wolfe, P.E: (No. 44923) @•Farce Engineering & Testing, Inc.
(FBC Organization R ANE ID:1920)
Test Standard Equivalency:
The ASTM E 1592-05 test standard Is equivalent to the ASTM E 1592-05 (2012)
test standard.
The FM 4471-10, Foot Traffic Resistance test standard is equivalent to
FM 4471-92.
quality Assurance Entity:
The manufacturer has established compliance of,roof panel products in
accordance with the Florida Building Code and Rule 611320-3.005 (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 Cade 2017, 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.
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STATE OF ;
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+<<euturit
FU 6596.1 R5
August 14, 2017
Force En del' g & Testing Inc.
19530 Rainblcwuad Drive
kruinbla.TX713381
Insulation:. Manufacturer's approved product (Optional)
Roof Panel Fire Classification: Fire classification Is not part of this acceptance.
Shear Diaphragm: Shear diaphragm values are outside the scope of this reparL
Design Pr6ceddr4. Based on the dimensions of the structure, appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2017 for roof cladding
Wind loads. these component wind
nd loads for roof cladding are compared to the
alloWable pressure listed above. The design professional shall select the
appropriate'erectidn details to reference in his drawings for proper fastener
attachment to his structure and analyze the, panel lastenep for pullout and
pullover. Support framing must be in compliance with Florida Building Code 2017
Chapter 22 for steel, and Chapter 16 for structural loading.
FL# 6596.1 R5
41 + C E
No. 40.
STATE OF
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VWM ; *-- - C - 0, %.
eill, ON A % -
,51 %%
,Jill '51
Amust 14,20.17
PANEL FASTENER 2-1-2-1 PATTERN
GUI. 18 GA,'(GRAOE 50) STEEL HAT CHANNEL FRALONG
OR 1AIN. 1-1 GA. ,(GRADE- 50) STEEL TUBE FRAIING
(SEE TABLE A FOR SPACING)
a12-14 x 3/4" NNH sops W/ s/ate (ifimm) OMMiR iERMIO CGSifER
staloofFlorida
QO.q,
Qasrta
August 14, 2017