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Product Approval Menu>Product or Application Search>Application List>Application Detail P"'R�/,04.E R E r
691mC1:1 FQP_t9^�'c kHf
FL# FL11917-R2
Application Type Revision JAN 0 9 2017
I Code Version 2014
Application Status Approved PERMITTING
St.Lucie County, FL
( Comments
Archived ❑
Product Manufacturer MBCI,L.P. ST LUCIE COUNTY
Address/Phone/Email 14031 West Hardy
Houston,TX 77060 PLAN REVIEW
( (281)445-8555 Ext28612
jallen@nciip.com
I
Authorized Signature Jason Allen KDG: &4A
jallen@ncilp.com
j DATE: /-10- i1
Technical Representative Jason Allen ELEC:
Address/Phone/Email 14031 West Hardy DATE:
Houston,TX 77060
( (281)445-8555 Ext 28612 PLUMB:
jallen@ncilp.com
DATE:
Quality Assurance Representative Carl Hoffart MECH:
Address/Phone/Email 14031 West Hardy DATE:houston,TX 77060
(281)445-8555
choffart@ncilp.com
Category Panel Walls
Subcategory Siding
F' I'LE�
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 Terrence E.Wolfe
the Evaluation Report
Florida License PE-44923
Quality Assurance Entity UL LLC
Quality Assurance Contract Expiration Date 07/15/2017
Validated By Joseph A Reed,PE
❑� Validation Checklist-Hardcopy Received
( Certificate of Independence FL11917 R2 COI Letter of Certification.Ddf
Referenced Standard and Year(of Standard) Standard Year
ASTM E 1592 2005
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online - Page 2 of 3
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Product Approval Method Method 1 Option D
Date Submitted 04/02/2015
Date Validated 04/28/2015
Date Pending FBC Approval 05/06/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
11917.1 12"Flat Designer Series 12"Flat Designer Series over open framing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2 II Designer Series Manual.Ddf
Approved for use outside HVHZ:Yes Verified By:Force Engineering&Testing,Inc.
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+45.00/-110.00 Evaluation Reports
Other:-110.00 psf @ 2'-0"o.c.,-30.00 psf/+45.00 psf @ FL11917 R2 AE 12 Flat Designer Series Panel.Ddf
8'-0"o.c.The panel is a concealed fastener wall system Created by Independent Third Party:Yes
installed over open framing in accordance with the specified
test pressuress.Limitations Non-HVHZ.Wall panels must be
installed per manufacturer erection details.
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11917.2 16"Fluted Designer Series 16"Fluted Designer Series over open framing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2 II Designer Series Manual.Ddf
Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc.
Impact Resistant:N/A Created by Independent Third Party:Yes
j Design Pressure:+30.00/-85.00 Evaluation Reports
j Other:-85.00 psf @ 2'-0"o.c.,-17.50 psf/+30.00 psf @ FL11917 R2 AE 16 Fluted Designer Series Panel.adf
8'-0"o.c.The panel is a concealed fastener wall system Created by Independent Third Party:Yes
installed over open framing in accordance with the specified
test pressuress.Limitations Non-HVHZ.Wall panels must be
installed per manufacturer erection details.
11917.3 26 ga.AVP Panel AVP Panel over open framing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2 II 6-3-14 Standard AVP Wall Details.odf
Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc.
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+23.42/-161.29 Evaluation Reports
Other:-161.29 psf @ 2'-0"o.c.,-22.11 psf/+23.42 psf @ FL11917 R2 AE AVP Wall Panel.Ddf
8'-0"o.c.The panel is a thru fastened fastener wall system Created by Independent Third Party:Yes
installed over open framing in accordance with the specified
test pressuress.Limitations Non-HVHZ.Wall panels must be
installed per manufacturer erection details.
11917.4 FW-120 FW-120 over open framing
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2 II FW Manual.Ddf
Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc.
Impact Resistant:N/A Created by Independent Third Party:Yes
i Design Pressure:+80.00/-151.00 Evaluation Reports
j Other:-151.00 psf @ V-0"O.C.,-43.75 psf/+80.00 psf @ FL11917 R2 AE FW-120 Panel.Ddf
4'-0"o.c.The panel is a concealed fastener wall system Created by Independent Third Party:Yes
installed over open framing in accordance with the specified
test pressuress.Limitations Non-HVHZ.Wall panels must be
j installed per manufacturer erection details.
11917.5 PBR 11Vall Panel PBR Wall Panel over open framing -
.,1 Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2 II PER Wall Manual.Ddf
Approved for use outside HVHZ:Yes Verified By: Force Engineering.&Testing,Inc.
�t li Impact Resistant:N/A Created by Independent Third Party:Yes
r a7 Design Pressure:+150.00/-142.50 Evaluation Reports
^ Other:29 ga.-55 psf/+60 psf @ 4'-0"o.c.,26 ga.-80 FL11917 R2 AE PBR Wall Panel.Ddf
„!S' psf/+90 psf @ 4'-0"ox,24 ga.-90 psf/+100 psf @ 4'-0" Created by Independent Third Party:Yes
o.c.,22 ga.-142.5 psf/+150 psf @ 4'-0"o.c.The panel is a
thru fastened fastener wall system installed over open
framing in accordance with the specified section properties ;!
and allowable load tables. Limitations Non HVHZ.Wall
S panels must_be installed per manufacturer erection details v` ,
11917.6 : ShadowRib ShadowRib Wall Panel over open framing
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Florida Building Code Online ``` Page 3 of 3
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL11917 R2-II ShadowRib Manual.Ddf
Approved for use outside HVHZ:Yes Verified By: Force Engineering&Testing,Inc.
Impact Resistant:N/A Created by Independent Third Party:Yes
Design Pressure:+45.00/-95.00 Evaluation Reports
Other:-95.00 psf @ 2'-0"D.C.,-17.50 psf/+45.00 psf @ FM917 R2 AE ShadowRib Panel.odf
8'-0"o.c.The panel is a concealed fastener wall system Created by Independent Third Party:Yes
installed over open framing in accordance with the specified
test pressuress.Limitations Non-HVHZ.Wall panels must be
installed per manufacturer erection details.
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jContact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
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Under Florida law,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 office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-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 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
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A.PBR Panel V Al%
i. General Description...............................................................2
2. Archi(WlEnglneer Information..................................I....................2
3. PfoductSelection Chart ..........................................................2
4. Factory MutualApprovals .......... ............................................2
5. PBR Panel Section Properties............ •' ...........3
6. 'PBR Panel Fastener Locations.......................................................3
7. PBR Panel Allowable Uniform Loads.................................................4
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8. PBR Panel UL go Requirements............................................. .......6
9. PBR Panel Product Checklist....................................................6.7
1 10. PBR Panel Attachment ............................................................8
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C.Typical Details
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'+ 10. Comer....................................................... . .............29
11. Comer Box................................................... ..............30
V. Base.........................................................................31
13. Head,Jamb................................... ...............................32
D.installation Guideilnes ...:............................................................33
®Copyright Metal Building Components,L.P.2012
All Rights Reserved
For the most current information on dur products and erection procedures,please check the MBCI web site at www.mbcl.com
Descriptions and specifications contained herein v7ere In effect at the time this publication was approved for prfnUng.In a continuing effort to reline and
Improve products,MBCi reserves the right to dtscondnue products at any time orchangespecillcadons andtordesigns withcutIncurring obilgatlon.To
Insure you have the latest Information avallable,please Inquire or visit our Web Site atwvnv mbcl.com.*4pUeaUon details are foriilustrallon
purposes only and may not be appropriate for all environmental conditions,buRdtng designs,or panel proNes.Projects should be engtneered to
conform to applicable building codes,ragulallons,and accepted Iitdu§hy practices.Insulation is not sham In those dolaffs-forclarity.if there Is a
conflict between this manual and the erection drawings,the erection drawings will take precedence.
•
SUBJECT TO CHANGE VVJTIi0U•r NOTICE seE www mbOi.COM FOR CURRENT 1NFORiMON EFFECTIVE DECEMBER 1,2012 1
Houston,TX077n15424 UsWoa%FIV822n13-6224 plwonbt,Az664t5tb4224
AdaLCASW449.6224 Lawist"Manl/IJ4m AkMnad4VAftW22.6224
Atlmts,0Aa2Tl6t2fi224 UbbOCK XaoWU4224 RanytMM154a224
Atwater,CA 9DMI.L9724 5:ittaon,0.6C414654M 3i11 Uh 01Y,of MAM-2404
0afts.TXM6536224 Memphis,V1 6WA§4224 6snAn1on%TX$M6468224
IndWasp t1s,Q1COV15a224 OWLarrs City,OX6W.97.6224
Mdal Roof and Stall Sysrents; Jadson,MS 6GQO22.406 aav10,nE4M5Wxz4
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GENERAL DESCRIPTION
36a
• - 12n � i2/4u
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i PBR PANEL
Coverage Width-36"
I Minimum Slope-%:12.
Panel Attachment-See page 8
Panel Substrate-Galvalumeo
Gauge-26 standard-'29,24 and 22 also available
Coatings-Galvalume Plus®,Signature®200'and Signature®300a
ARCHITECT/ENGINEER INKORMATION
I.::., PBR panel is a structural roof and wall panel.This panel can be Installed directly over purlins or joists.
• Several different UL 90 construction numbers are available for this panel.
2. PBR panel is recommended for%:12 or greater roof slopes.
3:. Field appiled tape sealant is required at panel sidelaps and endlaps.
4., PBR panel is a through-fastened panel. For proper fastener application,see page 3 and page 8.
5. The Information In this manual Is.believed to be correct and accurate.It should not be used for any specific
application without being reviewed by a registered professional engineer.
6. Galvalume material must not come In contact with concrete or pressure treated lumber.
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PRODUCT SELECTION CHART
GAUGE GALVALUME MUSS- SIGNATURE®200• SIGNATURES 300'
22 gauge • Q
24 gauge • _
26 gauge • • e -
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29 gauge • •
•-Available In any quantity,
Iff-Minimum quantity may be required.
i "See CommercNI/Industrial color chart for available colors,
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2 SUBJECTTO CHANGE VATNOUr NOTICE SEE www.mbcLCOm FOR CURRENT INFORMATION EFFECTIVE OECEMBER i,=2
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Hoastep,TXe77rr136224 Lae Vegas,IN877a126224 ptosn1v.AZ20m4224
Add,0A6a3'4466224 LewInVs.TX97a713-VM RIftmAQ,VANJQ a—=4
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Atma I#;QAd=9-9d7A .N+fhcR IL ECdN850186 SO Lake City,UT M274.2404
Dattas,TX400536224 NamphIh1IIa0=086224 9snMton4o,TXE00464224
6sdlsnspa5s,11760N7356214 olhhoma Gry,OK 4=97.6224
JacksoN919E00922.40a omstw.KSsm5M24 Metal Roof and Wall Systems
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TYPICAL DETAILS
Corner
POR or P6U PANEL
' 0117310E CORNER
TRIM
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FASTENER 94
24'O.C.
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WALL GIRT i •
I t
OUTSIDE CORNER DETAIL'
t
WALL GIRT
INSIDE CORNER
TRIM
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PSR or,PBU PANEL
j FASTENER#4 I
24'O.C.
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INSIDE CORNER DETAIL, .
NOTES:
1. Install corner tdm with Fastener ago VA-14 X Ve Long Life Lap Tek)fastener 2'-W O.C.
SUBJECT TO CHANGE WITHOUT NOTICE SEE wWambd.com FOR CURRENT INFORmAnoI EFFECTNE DECEMBER 1,2012 29
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Metal Roof and Wall Systwis Jaateon,Ms ttd1122.406 0mey,11r;KQA5MZ4
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j TYPICAL DETAILS
Corner Box
GUTTER STRAPS
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8b'O.C. POR or PBU PANEL
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l SCULPTURED SCULPTURED
SAVE GUTTER RAKE TRIM
(MITERED) ��•�.,, (MITERED)
IV PBR WALL PANEL
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GUTTER END
CORNER TRIM
SCULPTURED EAVE
GUTTER(MITERED)
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GUTTER
END
SCULPTURED EAVE
RAKE TRIM(MITERED)
NOTES:
1. Gulter and rake him must be ordered villh a left and right mitered end.To determine left or right,stand on ground and took
toward save,Roof slope Must also be specliled.
30 SUBJECT TO CtiANt3>:"OUT NOTICE SEE W WW.MbC[.COM FOR CURRENT INFORMATION EFFECTN@ CECEMOER 1.=2
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TYPICAL DETAILS
IBase
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INSULATION
PBR or PBU
PANEL FASTENER#3
DOUBLE-FACED 2"X 4"BASE ANGLE
i TAPE FASTENER#14
i Q 3'-e O.C.
i Ys MIN
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` INSULATION
PBR or PBU PANEL FASTENER#3
r x 4"BASE ANGLE
FASTENER#11
@TW0,C.
TAPE DOUBLE-FACED/
I BASE:TRIM
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NOTEq:
1. Wall with vinyl Insulation,pull back fiberglass appro)dmately 4"pull overend and staple.Apply double We tape to
base angle and slick insulation to It before applying panel and fastening with Fastener#3(Y4-14 x W Long Life
Driller),six each per panel.,
2. Should base trim be desired,temporally allach trim to base angle with Iwo Fastener#14 pap rivets until panels
are installed.
SUBJECT TO CHANGE VNTHOUTNOTiCE SEE WWW.MbCI.COM FOR CUPMW INFOPWATION EFFECTIVE MEMBER 1,2012 W
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I TYPICAL DETAILS
Head Jamb
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FASTENER#i7A
` WALL GIRT Q EACH GIRT
------------ --------- - DOORJAMB
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FASTENER#3
' Q EACH GIRT
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JAMB TRIM.
FASTMER#i7A
PBR'or PBU PANEL JAMB @ EACH GIRT
i
PBR or PBU PANEL
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PURUN '
FASTENER#3 r
FASTENER#i7A
3'•Q'O.C. Q i2"Q.G.
HEAD TRIM
FASTENER#17A D00RHEA0
Q 12.O.C. HEAD
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NOTES:
i. lt>slali Jamb and Head Tttrh with pap rivets as required to support flashing during panel instellatton.
32 suwECTTO CIWNOE VNTHOUT NOTICE SEE V11ww.inbdl.COm FOR CURRENT INFORhIATION EFFECTIVE DECEMIIER 1.2012
Houston,TXSMIU224 Lao tlagas,W671RO-6224 Phoenix,AZ 68&333.6224
I AdaI,OA1a&44"224 Lewlsvills,TX8771713-6224 Pkhmond,tlAWl294224
Attanta;6A8171S12.6224 Lvbbaek,TX8W6"224 Rome.4tYli6NS5e.622{
Atwater,CA600g29.9324. MatlOdn,iL88Q7d5-0469 Salt Lake C,RA UTE4074.2404 WON[M4as.TXtIW,t6M224 Mampbts,TN6OMW224 s3rt Marjo,TXe00'P&W4 8
Indlana 0%INEOW354224 Oklahoma My.oKLT4397.0224
I7 lukaa,ti,M9 taats22-4138 Omaha,qE uC!{:56221 Metal Roof and Wall Systems
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INSTALLATION GUIDELINES
1.Pro-Order-
A.Prior to ordering panels,all dimensions should be confirmed by field measurement.
! (I.Job Site Storage and Handling
A. Check the Shipment against the shipping list.
B. Damaged material must be noted on bill of lading.
C.Panels should be handled carefully.A spreader bar of g
p appropriate length is
recommended for hoisting,
D.Check to see that moisture has not formed inside the bundles during shipment.If
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moisture Is present,panels should be wiped dry,then restacked and loosely covered
so that air can circulate between the panels.
Ill.Application Checklist
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A.Check substructure for proper alignment and uniformity to avoid panel distortion..
j B.Periodic check of panel alignment is cnicial to proper panel Installation.
C. For proper appearance,ribs should line up at hips,valleys and ridges. '
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D.Panels should be cut on ground to minimize cut filings on roof.Keep panels clean
1 during Installation.Do not allow panels to come into contact with water runoff from
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lead,copper or graphite.
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SUBJECTTO CHANGE WITHOUT NOTICE sEE wwY/.mbcf.com FOR cuRRENT INFcwAT(oN EFFECTIVE DECEMBER J.2012 W
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Metal Roof and Wall Systems
PBR Panel
SECTION PROPERTIES
NEGATIVE BENDING POSITIVE BENDING
PANEL F �WEIGRT NO Sxe• Maxo Ixe Sze Maxo
1 GAUGE JKSQ PSF) (IN.4fFT. IN.3lFT. (KIP-IN.) INAiFT. IN.31FT. KIP-IN.
29 60• 0.75 0.0215 . 0.0325 1.2650 0.0238 0.0230 0.9859
+ 1 26 60, 0.94 0.0309 0.0449 1.8019 0.0382 0.0381 1.0759
24 - 5o M4 0.0420 0.0670 1.7080 0.0551 0.0567 1.6998
22 50 IAA 1 0.0567 0.0739 2.2119 0.0754 0.0787 2.3553
•Fy is 80-ksI reduced to 60-ksi in aecordancevnlh the 2012 edition of the North Amedean Specification For Design Of Cold-Forrngd Steel Sbuctural Members-A2.3.2.
ON TES-
1.An calculations for the properties of PBR Roof panels are calculated in accordance with the 2007 edition of the North American Specification For Design Of Cold-Formed Steel
Structural Membersvdth 2009 and 2010 supplements.
2•boa is fordeflecdon detennina6w.
3.Sxe Is for bending.
4.Me=is allowable bending moment
6.An values are for one loot of panel width.
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The Engineering data contained herein is for the expressed use of customers and design profasslonals.Along W(th this data,it is recommended thalthe design professional have a
copy of the most current version of the North American Specification for the Design of Cofd Farmad Steel Si aluralMembets published by the American Iron and Steel institute to
facilitate design.This Specification comtefas the design criteria farcoWfomted steel components.Afoog with the Specirmi on,Ore designer should reference Ore most current
WNW code applicable to the project jobstle in older to determine environmental loads.If further information or guidance regarding cold-famed design practices is desired,please
contact the manufacturer.
Subject to change without notice. Effective November 18,2013
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Metal Roof and Wall Systems
ALLOWABLE UNIFORM LOADS IN POUNDS PER SQUARE FOOT
j?BR Wall Panel ,
29 Gauge 0.0133",F =60 ksl Fu=61.6 ksi
SPAN LOAD TYPE SPAN IN FEET
TYPE 3.0 4.0 6.0 6.0 7.0 8.0 •9.0
ispan NEGATIVE WIND LOAD 93.76 52.73 33.75 23.44 17.22 13.18 10.42
LIVE LOADIDEFLECTION 67.01 41.08 26.29 18.26 13.4 10.27 8.11
2-span NEGATIVE WIND LOAD 61.91 37.19 24.61 17.42 12.96 10.00 7.94
LIVE LOADiDEFLECTION 70.40 45.18 30.41 21.75 16.28 12.62 10.00
3-span NEGATIVE WIND LOAD 73.01 44.74 29.96 21.37 15.96 12.50 9.84
12.4
LIVE LOADIDEFLECTION 80.00 53.43 36.52 26.39 19.89 15.50 12,40
4-span NEGATIVE WIND LOAD 69.51 1 42.31 28.22 20.03 14.97 1 11.56 9.2
LIVE LOADIDEFLECTION 1 77.00 1 50.82 34.58 24.89 1 18.72 1 14.56 11.83
26 Gauge 0.0181" F -60 ksl,Fu-61.6 ksl
SPAN •. LOAD TYPE • SPAN IN FEET
TYPE 3.0 4.0 5.0 1 6.0 7.0 8.0 9.0
i-span NEGATIVE WIND LOAD 133.48 75.08 48.05 33.37 24.52 18.77 14.83
LIVE LOADIDEFLECTION 119.08 69.83 44.09 31.04 22. 00 17.46 13.79
2-span NEGATIVE WIND LOAD 114.41 66.59 43.33 30.37 22.44 17.24 13.66
LIVE LOADiDEPLECTION 105.60 71.09 46.37 32.55 24.07 18.51 14.88
3•span NEGATIVE WIND LOAD 138.49 81.62 63.46 37.6 27.86 21.44 17.00
-LIVE LOADIDEFLECTION 120.00 86.9 57.11 40.25 29.85 22.99 18 24
4-span+, HEGATiVE WIND LOAD 130.70 76.70 50. 2 36.22 28.06 20.05 15.89
LNE LOADIDEFLECTION 115.50 81.75 53.58 37.7 27.93 21,50 17.05
24 Gauge 0.0223 Fy=50 kol,Fu-60 ksl
r2-3pan
LOAD TYPE SPAN IN FEET
i 3.0 4.0 6.0 6.0 7.0 8.0 9.0
NEGATIVE WIND LOAD 126.37 71.08 45.49 31.59 23.21 7.77 14.04
LIVE LOADIDEFLECTION 125.69 70.70 45.25 31.42 23.09 17.68 13.97
NEGATIVE WIND LOAD 120.59 69.04 44.66 31.09 22.91 17.57 13.90
LIVE LOADIDEFLECTION 7.33 69.40 44.80 31.25 23.03 17.66 13.97EGATIVE WIND LOAD 148.17, 85.44 55.34 38.68 28.53 241&28
4
LIVE LOADIDEFLECTION 133.1 85.87 55.62 38.89 28.68 3
4-span NEGATIVE WIND LOAD 139.13 86.03 51.77 36.18 26.68 9
LIVE LOADIDEFLECTION 128.33. 80.43 52.04 36.35 26,81
22 Gau e'0.0286" Fy a 60 kst Fu=60 ksl
SPAN I LOAD TYPE SPAN 1N FEET
TYPE 3.0 4.4 6.0 0.0 7.0 8.0 0.0
1-span NEGATIVE WIND LOAD 163.85 92.16 58.98 40.96 30.09 23.04 18.21
LIVE LOAD/DEFLECTION 174.46 98.14 62.81 43.62 32.04 24.53 19.38
z span NEGATIVE WIND LOAD 168.30 98. 4 61.98 43.21 31.83 24.41 19.3
LIVE LOADIDEFLECTION 158.7 90.50 -58.30 40.63 29.91 22.94 18.14
NEGATIVE WIND LOAD 207.24 119.12 77.03 53.80 39.67 30,44 24.09
3-span NEGATIVE
LOADIDEFLECTION 1 195.75 112.25 72.50 60.61 1 37.29 28.61 22.04
4-span, NEGATIVE WIND LOAD 194.44 i11.53 72.04 50.29 37.05 28.43 22.50
LIVE LOADIDEFLECTION 183.56 105.06 67.79 1 47.29 34.34 26.72 1 2 4
Notes:
1.Strength calculations based on the 2007 AISI Standard"North American Specification for the Design of
Cold4ormed Steel Structural Members'with 2009 and 2010 Supplements.
2.Allowable loads are applicable for uniform loading and spans without overhangs.
3.LIVE LOAD/DEFLECTION load capacities are for those loads.that push the panel against Its suppgrts. The
applicable limit states are flexure,shear,combined shearand flexure,web crippling at and and interior
supports,and a deflection limit of U60 under 10-yearwlnd loading.
4.NEGATIVE WIND LOAD capacities are for those toads that pull the panel away from its supports.The
applicable limit states are flexure,shear,combined shear and flexure,and a deflection limit of 1.160
under 10•yearwind loading.
5.Panel pullover and Screw pullout capacity must be checked separately using the screws employed for
each particular application when utiliiing this load chart
6.Effective yield strength has been determined in accordance with section A2.3.2 of the 2012.NAS
! specification.
7.The use of any accessories other than those provided by the manufacturer may damage panels,vold
all warranties and will void all engineering data.
8.This material Is subject to change without notice.Please contact MBCI for most current data.
The ENineering data contained herein is for the expressed use of customers and design professk'nals.Along with this data,a Is recommended that the design
professional have a copy Of the most ewrentversion of the North American Spedfcation forthe Design ofCafd Farmed Steel Strucluraf 6fembers published by the
American Lon and Steel Institute to f iiitate'desiga This Specification contains the design ateria for coWowed steel components.Along wait the Speedicetion,the
desg wr should reference the most current buidag code applkab7a to the projaet jobsb In order to determine enviroMental bads.If further information of guidance
regard'ng cotd•formed design prectkes is de'sPed,please contact the manufachm.
Subject to chatige without notice Effective November 18,2013
O ,
Metal Roof and Wall Systems
ED
JAN 0 9 2017
PERMITTING
St.Lucie County; FL
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PRODUCT EVALUATION REPORT
+ PBR Wall Panel
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'Terrence E. Wolfe, P.E. #44923 I'll
19530 Ramblewood Drive No.44923
Humble, TX 77338
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Manufacturer:
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i MBCI, L.P. a division of NCI, L.P.
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Houston
14031 West Handy
Houston,TX 77064
Lubbock
6711 FM-40
Lubbock,TX 79401
I -
Oklahoma City
7000 S.Eastern Ave.
Oklahoma City,OK 73149
' San Antonio
86771-10 East
Converse,TX 78108
Atlanta
2280 Monier Ave.
Lithia Springs,GA 30122
I
Richmond
801 South Ave.
Colonial Heights,VA 23834
Indianapolis
1780 McCall Drive
Shelbyville,IN 46176
Omaha
1011 Ellison Ave.
Omaha,NE 68110
Memphis
i 300 Highway 51 North
i Hernando,MS 38632
Rome
6168 State Route 233
Rome,NY 13440
Adel
1600 Rogers Road
Adel,GA 31620
i
Phoenix
1 660 South 911'street
Tolleson,AZ 85353
Salt Lake City
1155 West 2300 North
Salt Lake City,LIT 84116
Oskaloosa
51513t'Ave E.
Oskaloosa,IA 52577 "C f tma
Atwater M26M
550 Industry Way
Atwater,CA 95301
••H1�1��11/
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1804 Jack McKay Blvd.
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Ennis,TX 75120 •���Lv.•"'••. •�
Nicholasville ;��{/�'•�,�C N S�•••`�i
6975 Danville Rd. N 0.A 4 9 2
Nicholasville,KY-40340 •
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APR 27 2015
SUBJECT:
Panel walls, siding
I
j DESCRIPTION:
j PBR — a 36", wide, through fastened, structural, metal wall panel, available in 29-ga.
(015), 26-ga. (.019), 24-ga. (0.023"), or 22-ga. (0.029") ga. PBR is typically applied over
open framing.
CODE CRITERIA:
i
PER RULE 61G20-3, CHAPTER 14, FLORIDA BUILDING CODE — BUILDING, 5TH
j EDITION (2014), EXTERIOR WALLS
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SECTION 1403
PERFORMANCE REQUIREMENTS
1403.3 Structural.,Exterior walls, and the associated openings, shall be designed and
constructed to resist safely the superimposed loads required by Chapter 16.
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LIMITATIONS OF USE FOR NON-HIGH VELOCITY HURRICANE ZONES
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Substrate: Steel
Substrate Description: Girts or FL P.E. designed equal.
Substrate Attachment: Designed by FL P.E. per FBC 5th Edition (2014).
Insulation: (Optional)Vinyl or reflective foil faced fiberglass
batten insulations that have a flame spread rating of
no more than 25 and a smoke development rating of
not more than 450.
Minimum Substrate Thickness: 16-ga purlins or FL P.E. designed equal per FBC 5m
Edition (2014).
Documentation Supporting the Compliance Statement:
The product has been tested in accordance with:
• ASTM E 1592-01: Test Report 07-0045T-07 A-D, E-H dated 4-03-07 by Force
Engineering & Testing, Inc, located in Humble, Texas. The ASTM E 1592-01 test
standard is equivalent to the ASTM E 1592-05 test standard.
j Maximum Uplift Pressure: See Attached Section Properties& Load Tables
Application: Install PBR Panel per the manufacturers approved
details.
Test Pressures:
29 Aga. PBR 55 psf, +60 psf @ 4 ft o.c spans
26 gafi PBR 80�psf+90 psf,@4tft:o c spans
24 ga. PBR-90 psf, +100 psf @ 4 ft o.c. spans
22 ga. PBR-142.5 psf, +150 psf @ 4 ft o.c. spans
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W/ PBR PANEL FASTENER PATTERN
1A-1+r�e►c► Lff Woc (AT INTERMEDIATE- SUPPORTS)
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[ .11 TAM SECM
3r
2,%Y r 5- r S' r 2 11r a'
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PBR PANEL SIDE LAP DETAIL
PBR PANEL FASTENER PATTERN ;� �,
(AT PANEL ENDS)