HomeMy WebLinkAbout18-19438 CITY OF ZEPHYRAILLS f
5335-8TH STREET
n (813)780-0020 19438
BUILDING PERMIT
PERM IT-INFORMATION = LOCATION INFORMATION
Permit Number: 19438 Address: 39317 AIR PARK RD
Permit Type: RE-ROOF ZEPHYRHILLS, FL.
Class of Work: ROOF REPLACEMENT Town ip: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s):. Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 13-26-21-0000-00100-0020
Improv. Cost: 130,000.00 OWNER INFORMATION
Date Issued: 4/12/2018 Name: CITY OF ZEPHYRHILLS
Total Fees: 1,035.00 Address: 39317 AIR PARK RD
Amount Paid: 1,035.00 ZEPHYRHILLS, FL. 33542
Date Paid: 4/12/2018 Phone:
Work Desc: REROOF METAL HANGAR/200 ROOF REPAIRS (AEROCENTER)
CONTRACTORS APPLICATION FEES
STEEL WORX SOLUTIONS LLC REROOF COMMERCIAL 1,035.00
DRY IN ROOF INSP Ins ectiori a uired
TAPE JOINTS ROOF INSP
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first renspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that
may be found in the public records of this county, and there may be additional permits required from other governmental
entities such as water management, state agencies or federal agencies.
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
Complete Plans, Specifications Must Accompany Application. All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
cbWIRMTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
i
�h
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received: 3—( 7iL n
Site: A�-P44 0
Permit Type: p
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or pl
Tans Examiner t Date 6ontractor arWor Homeowner
(Required when comments are present)
573-7a":2 City of Zephyrhiils Permit Application
----�-..�X-81�-yea-oozl
1! Building Department
Date Received °�--�Zr�(� Phone Contact€or•P n -
Owner's Name c r OF J+ 14 �_,11-5 . Owner Phone Number .
Owner's Address . �7 t Owner Phone Number F
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOBADOREss q 31
7 r 141? e FL 3 3 `�� LOT#
SUBDMSION PARCEL 10#
(OBTAINED FROM PROPERTY TAX manCE)
WORK PROPOSED NEW C0NSTR'8 ADD/ALT } SIGN 0 Q DEMOLISH
INSTALLREPAIR
PROPOSED USE. Q SFR Q. -COMM Q OTHER '
TYPE.-OFCONSTIft-nON- [] BLOCK Q FRAME STEEL Q
DESCRIPTION OF WORK
Bt7tLlitNG StzE SO FOOTAGE HEIGHT
=BUILDING ..., $9 ow . ®o VALUAI'10iq'OF TOTAL CONSTRUCTION
=ELECTRICAL AMP SERVICE PROGRESS ENERGY W.R.E.C.
=PLUMBING 1$ (,-1 3V ni
, }o
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION p� 2- f+lf-
=GAS Q ROOFING Q SPECIALTY OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO l/ {
.BUILDER > L
COMPANY... T'� WO e'X
-SIGNATURE r�-. REGISTERED Y/ N FEE CU(R n'
Address 1" S! ]� U 'License# i 1 ,L•( ,96Y 7 6
::'ELI:CTR1it1AN COMPANY
:::SIGNATURE REGISTERED Y/ N- ' -FEECURREA
Address' License#
.PLUMBER COMPANY.
:SIGNATURE ` REGISTERED Y•! N FEE CURRER Y/N
Address Ltcertse# t
,'-MECHANICAL V. COMPANY.
'`''SIGNATURE REGISTERED Y/•N FEE CU(RRREEn'�
Addret#s- License# f I
OTHER:..'::;..: COMPANY
SIGNATURE;:;:;*:. REGISTERED Y/.N FEE(:U[RREN . I YIN
License# i
r'.
f SiDleMi l4Lr ac j;PE0t1?lansi-�2j'ftV,6f Buiftlirig P'lane;(1)set Hof-Eneigy Forms;RzU W Peimft for•ne�i+r.cCnstruction,
<,.� ,.�,i „I!! (t�:� wing`xlay#aftetsCibra�tta1edate. Requinadroeslte;'Con tNnttorrPlens;anti rmvrater f�ia:69 w/Sllt FencaInsta(ied,
Sani ;,,�ad�ttes•�a • um steT.�Wark;P�m�_ltft►r,sut�divtsiorr;�llstge�rt�l3Gt,,':...'; '
frCifflMERC1At Attarir�t i�le3't��ai'i3iittilfh"g Puns pftis a Life Safetyi Page;(1)set of Energy'Forms.R-O-W Permit for new constriction.
Minimum ten(10)wodc(ng days alien submittal data, Required ortslte,Cons
ttuction Plans,Stormwater Plans w/Slit Fence installed,
Sanitary Facilities&1 dumpster.Site Work.Permit Ibt i i'new projects.Ali commercial requirements must meet compliance
1GN:PERMIT Att9dil2)'setsof1i�}naered;Plans.=
' ""PROPERTY SURVEY required for all NEW construction,
>Flll bW application completely.
'`Owner iL Contractor sign-back of application,notarized
ff over.$2500;*.Notice of Commencement is required. (AIC upgrades over$7500)
ltgent.{fai�r�€d$or)Vr ftwer of Attorney(far the owner)would be someone with notarized letter from owner authorizing same
C ER:THE-COUN;SR,:,PERJNI.TTINO-, (copy.of,eontract.required)
"fteals if'shlrigles Sowers 'Service Upgrades AIC Fences(Ptot/SurvevlFoetaael
NOTICE;OF. ED:.RESTRICTIONS: The:.undersig_ 5 rode t d 'that;.• 1,• t tt_ ay,be:sub' ctito►fie
Died. G$ >>' ! J,eti _ 't
.�-.. ...., .._ : ,..:.., .. .,ri'.._ `Y'],5. _ i4 "..;e;p�7, �� �€or��9�•Y%,.*'tp` 'Yi1-f' S'fy3,
whichymn"-b.,-,or axesttleflve=twhte-c!t%nty regulations-TF e=arrOpTsYg`I t ssumes raspo I tit' r mpitan H tfi anlr.
', app(Icai�te-,deed'festrlctlons: ; :.::�:.,�;..:,..:;._r-•,,;:�.;..:' _ - - .-
UNCtGEN5E0rvCONRAGTORS'AND C.OiTiZACTtyR 1 =!#'stieoi�it7ie 4aslA.
anatiieC :or?aNSIBILITlRESn
�.
contractors to uritlertakework;tie ; 1{�'e;r��quire ;to'beitioensed:in"acccrdartce:vvitki;stafte alit ':,,:;,fs ,g '.I�i�.,�iew if?tha
.. ,t:t :1n C%F,s.$�y•_Y..:3 -., �r;y"4, b. g?L .6 .xfi2+ .
contractor.istiot:ltcensedr as'=regciireit`'b`y.'taw;•botii'the�ov�i�e%i:arid''.cow���etotrfio�'`�ae�c>tecf�f`t�n� rni�tt?eearatsr'�iiaEatiari.
under state law.=ifithe ovarter or:hate;dekt:cttrttractgr..are uncertain as..to.what:.kcessipff n T rn�eii�ts; rdp tii r o i
intended,work,::they..are advised"to`con ae "the Pasco Coun�f Bcritdit t s�yecfion'4{is�op :icensin Section at:727=8 7
{... :;. y;':.t. ..mod-._F 7 g
V09:I Furthermore,.-If.the:owner"h6d-°tiired`a cc►rf;tractor-or coiifractors; he is advised to;.st ave,the:,,,cor traoti (sj sign:;a.
r Y,*>. }Iu.�yj.�.a'e�?Lati'`+.�'.�y
iportions of.the "eontractor:Btock .of.this.appllcatio •forrwhleh'rtheywilf be respoc�sibleff�+o ;':1as #he;ewrrer atgnastMe"
'contractor;�that.may tie an Indication ttafi fie is not properijr'ii tensed aril is not entiea to penriittng pniviteges 3nPasocr4
County:
TRANSPORTATION.IMPACTLUTIUTIES IMI ACT:AND'RESOURCE REC{3VER'y"FEES: Ti a uiicferaigned undersea►ds
ihat-transportation Impaet_Fees Acid:Recourse R$covery Fees:iraay}appiy to ttie�construction-of;taewrbuiidi�igs;.ctxa"ta`ge of 2
l use'tn•,existing•'build(i ld. nor�e-passe►% `of•,°e�istirig::buildings, as specified,In Pasco'.County Ordinance num#�er 89-Q7 arid,
f �,.
90-07, as amended:. They undersigned::also:,•Ianderstands;;that:such fees;°as'}rrtyzbsdue4.wiN:;be;:identified
permitting. It Is furthei'understood thiat'Transpbrtat(on Impact FeesA arid-,ResotitrceRecive�ry Fees must be paid:prior.to
r receiving.a:•,certificate of occalpagcy. or final.;pawer:release. tf the.Pcoject does not.lsiv�aive:a'.ctificate of:orrpr, ;o
final power release :tlte.fees:.must be_;paid pflor_to.:perntiit'issuance.:-FurtFtecan"ore coPalyy outay�y�GIi��r �je react%r
fees are due,.ti ey na ist;Ise-paid:`prior to permlt'issuance:in::accor anee withi appli+ca6116� aseo'C,ounty:ordinances.
C,dNSTRUCTlON.-LIE.'" r 713;'Ftorlda Statutes,as amended): If valuation of work is-$2E5Q0 0,1;,,or mor,,�;
certify.that '!, the applicant;:_have•:been•wprovided with a':cQpy::of the u"Florida'Coins#rtc#ioni:>'fien:=Lavl�lomeowner's'
Protection Guide"'prepared''tay`ttie,Florida Department of Agriculture and:ConsYucer;Affairs: If the applicant is.saryt?,orse r
other than the"owner",_I...certify:that:!=have•obtaitied a copy of the above deecrlbed fdocumer�#.:slnd:pisiie>iris:gQad.faitta Io -
ii -deiiverttrto`tit$.,. i M,r' rior'Ntai of eFaoer i-till,'
1 ~ CiONTRACTOR'S'IO.WNER'S AFFIDAVIT:::I certifjt ttaat ati tFie Inform.atioh1h this application Is accurate and"that ail'work
will be done in compliance with all appltcabie'laws regulating construction, zonlrag;aridJand-,development. Appiication-Is
hereby:made to.oh#air� :a:.permitto ao:.;woric-and_.installation.as'tndicaited: 1'certify that.no 'work or::installati'oriA has
i ,
commenced prior.to issuance ot`'a permit.and'that all work will be performed to:meet standardsW of all laws regulating:
construction, County and City codes, zoning regulations,--and land development regulations -the jurlsdlction °l°also
certify that I understand that the regulations of other government agencies.may appiy-to the,intended work, and that it is
my responsibility to identify what actions.i mutt'.take-ta:be:In-:compliance,-,Such'.agencles incIUde.but;are not�:Iimitedao:,.
Department of Environrriehtal:"t rotecti+it=Eypress Bayheadv. Wetiand Areas and Environrneii#ally Sensitive
Lands,WaterlWastewater Treatment.
Southwest Florida Water Mana9ement District—Wells;• Cypress--Barheads,- Wetland Areas, Altering
Watercourses.
Army Carps:of Engineers=Seawalls, Docks;Navigable Waterways.
Department..,of Health.,,S. Rehabilitative:'Services/Environmental.-:Health :Unit-Welts,:Wastewater'Treatment;'
:Sep#ic>'Tariks:. ....: ..
'- US Environmental Protection Agency-Asbestos.abatement.
Federal'Aviation Autttoritty-Runways,
,:..v.....:
!understand that:th d-folt`owing restrictions.apply to the use of.fill:
;. Use of fill is not-allowed irr Fiopd Zone"V"unless expressly permitted.
I€.the fill::mati5ddl'.1ss to be- used in Flood Zone "A", if is• understood that a-drainage plan addressing .a
} "compensating volume°will be submitted.at time.&-permitting which is prepared by a professional engineerE
? i Ilcensed:by:#tie`Sta#e-of Florida. . _
- if the fill •material-;'is:to'be used in Flood Zone "A" in connection with a' permitted building using stem wall'.
{ construction, I.certify;that: II'Vill,be used only to fillthe area within ths•stem.wall,
- if fill malaria('Is to :be used`In -an area, i certify that use of such"fil will not adversely affect adjacent"
.
y fi+. . � . y j . ,.
properties. if.use of fill-Is found to adversely�a€faet:adjacent,properties, the owner may be cited for violating;•
#tie cori ittons:"af-#he=tiuildirig parmit.issued under the'aitiieh6d_permit.--application'.for.lots-less--than one (I.)
acre which-arwdlevated by,fill,an engineered drainage plan is requir-ed.
If 1 am..the-{AGENT"FOR=T.;HE WNER#;Irpromtse in,good faith to inforrnr'the ouurier:of-thr�permitting conditions set forth In
this affrdauif prior'tocoiYimenco'ig bdfi*ruation. .`l understand;thot,.a;separate'permit may be required for electrical.work;
plumbing; signs,!,wails,,,:pools,-,a rportell#io ring gas'>.or<oth`er'ins`tallations not:specifically:included-in..the application: A..
permit issued shait'tie constntedta be a ticerise�#4:proceed°with't helwork':and riotax=authority to violate,.cancei,:aiter, or
set'
aside'.any provisions ot'tKe- Technical codes;.nor shall issuance of a permit prevent the.Building.Official from.thereafter
requiring-.aicarrection.of<errocs iri plaits coris.,truo#ton:.or violations-of anycottes =Every'permit issued shelTbecome invalid
unless,the.,work`a-fti`i`ized�by such permit is commenced.:-within.six.- onths of permit Issuance, or if work authorized by;_
the permif';is suspend d;:or..abandoned#or a.period,iof,:sbt:'(6..)ihonths:after the tlrrie.the work4is comrrienced, .An.ektensldh'
may be requested,:,in Mwrating, from the 8:uilding C3ff bi—for!a period:not to exc®ed�riinety.(06)Idays and`°wilt demonstrate
justifiable cause for:the extension: If work ceases for ninety(90)consecutive,days;the.job is considered abandoned.'
WARNI�G.=-"o,O iklki- YQUR,.FAILUR Q:RI.CORD:A;±NOT'ICE-aQ If CO M NCB N ` �(
T...",.,....;:,.•.,_ :. .;.>,. +., .,b:,.:,,..,:,.. :....: >- _:.:. ._., < E , .. ME MA RESULT!NTOUR.'
,PAYING; NVICE'FOR lltitl !, 0;1KEMENT$f O1t�Qt Rst?RC P,ER'lYR;•.IF.YO.tt i1N=TEND-*00R=T�AIiV iFtN CICONSl1LT -
fwITH`YUF LENL�ER''Otl AN`ATTORfEY Bit+F�DRE EtEG;QRDING'YOt�R= OfiClrtfC+tNiMENCEttiAENT:
}FLOSiDAJURAT,(F,S.a1,7:aa
OwNER:.ORAGEN-T, ,s., ;; . :.:. C.ONTRAdxT;)R:, -
;Subsciibect:and`swom'to'(o afiirmetl)'before me this' Subscribed and sworn.to.(oraffirmed}Ufciwme_thlw -
by : _.... . by....
WhoiisJampe.rs,o.n: . , mor..hasihave produced ho!stareoNY_knowm,:to,me or h;ioave: roduced:Wpersna
.as4dentiflcallorr as identification.
Notay Public Notary.Public
zmmissionNo. Commission No.
ilame of.Notary typed;printed;or stamped. Name of:Notary typed;,printed or.stamped.
From:UNIOCO GROUP LLC 03112/2018 08:31 #456 P.004
Steel Worx Solutions,ILC
14330 Eastside Street ow 10 ft at
Groveland,FL 34736
C:407-580-8585 F:352-241-81 11
Stephanie@—ste6tworxusa.com
March 5,2018
City of Zephyrhills:
This letter is to inform you the following persons are authorized to sign/pick up permits for Steel
Worx Solutions;
-Dajhan van Rooyen
-Amoldis Steyl
-Leonard Ames
-Mitch van Beek
Thank you in advance for your time and effort in this matter. If you have any questions please feel
free to contact me.
Regards,
Stephanie A.van Rooyen
FroM:UN1QC0 GROUP LLC 03/13/2018 14.13 #457 P.002/008
O
Metal Roof and Wall Systems
PRODUCT EVALUATION REPORT
PBR Panel
1 EE-V I E W 0 ATE
CITY OF ZEPH*YHILLS
PLAN S XNW. N E IFF),
State of Florida Professional Enoineer:
Terrence E. Wolfe, P.E. #44923 CAM
19530 Ramblewood Drive
Humble, TX 77338
%
GEN
No.44923
STATE OF Q-.-
ZORI
6-E P 2 2 2011
From:UNTOCO GROUP LLC 03/13/2018 14:14 #457 P.003/008
Manufacturer,
MBCI, L.P. a division of NCI, L.P.
Houston
14031 West Hardy
Houston,TX 77M
Lubbock
5711 PM-40
Lubbock,7X 79401
Oklahoma City
7000 S.Eastern Ave.
Oklahoma City,OK 73149
Atlanta
2280 Monier Ave.
Lithia Springs,GA 30122
Richmond
801 South Ave.
Colonial Heights,VA 23834
Indianapolis
1780 McCall Drive
Shelbyville,IN 46176
Memphis
300 Highway 51 North
Hernando,MS 38632
Rome
6168 State Route 233
Rome,NY 13440
Adel
1800 Rogers Road
Adel,GA 31620
Phoenix
660 South 911b street
Tolleson,AZ 85353
Salt Lake City
1155 West 2300 North
Salt Lake City,LIT 84116
Atwater
550 Industry Way
Atwater,CA 95301
!I
1
ii
I
From:UNIOCO GROUP LLC 03/13/2018 14:14 #457 P.004/008
SUBJECT:
Structural Component, Roof Deck.
DESCRIPTION:
PBR — a 36", wide, through fa ned, structural, metal roof 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:
PER RULE 61G20-3, CHAPTER 15, FLORIDA BUILDING CODE — BUILDING, 67H
EDITION (2017), ROOF ASSEMBLIES AND ROOFTOP STRUCTURES
SECTION 1604
PERFORMANCE REQUIREMENTS
-1504.1 Wind resistance of roofs. Roof decks and roof coverings shall be designed for
wind loads in accordance with Chapter 16, Sections 1504.3.2 and 1504.7.
1504.3.2 Metal panel roof systems. Metal panel roof systems through fastened or
standing seam shall be tested in accordance with UL580 or ASTM E 1592 or TAS 125.
Exception: Metal roofs constructed of cold:formed steel,where the roof deck acts as the
roof covering and provides both weather protection and support for structural loads, shall
be permitted to be designed,and tested.with accordance with the applicable reference
structural design standard in section 2210.1
1504.7 Impact Resistance. Roof coverings installed on low-slope roofs(roofs
slope<2:12) in accordance with Section 1507 shall resist impact damage based on the l
results of tests conducted in accordance with ASTM D 3746,ASTM D 4272, CGSB 37-
GP-52M or the"Resistance to Foot Traffic" in Section 5.5 of FM 4470. All Structural metal
roofing systems having a thickness equal or greater than 22 gage and all nonstructural
metal roof systems having a thickness equal to or greater than 26 gage shall be exempt
from test listed above.
SECTION 1506
FIRE CLASSIFICATION
I
1605.1 General. Roof assemblies shall be divided into the classed defined below. Class
A, B, and C roof assemblies and roof coverings required to be listed by this section shall
be tested in accordance with,ASTM E 108 or UL 790. "Amft
AGE E. �V''ff, a>zane
a1} �j •.••• `Fl r•f
No.44923 •
M
n • :: -lam F.j. b
STATE OF
M
` A%- �•`'
SEP 2 2 2017
From:UNIOCO GROUP LLC 03/13/2018 14:15 #457 P.006/008
SECTION 1606
MATERIALS
1606.1 Scope. The requirements set forth in this section shall apply to the application of
roof-covering materials specified herein. Roof coverings shall be applied in accordance
with this chapter and the manufacturer's installation instructions.
See attached installation detail.
1606.3 Pro-duct identification. Rbof covering materials shall be delivered in packages
bearing the manufacturer's identifying marks and approved testing agency labels required
in accordance with 1505.
SECTION 1607
REQUIREMENTS FOR ROOF COVERINGS
1507.4 Metal roof panels. The installation of metal roof panels shall comply with the
provisions of this section.
1607.4.1 Dock requirements. Metal roof panel roof coverings shall be applied to a solid
or closely fitted deck, except where the roof covering is specifically designed to be applied
to spaced supports.
See attached limits of use.
1607.4.2 Dock slope. The minimum slope for lapped, nonsoldered seam metal roof
panels with applied lap sealant shall be one-half unit vertical in 12 units horizontal (4-
percent slope).
See attached limits of use.
caa
4GE F.
0
EN
N0.44923
STATE og
.1�b
A AL
SEP 2 2 2017
From:UNIOCO GROUP LLC 03/13/2018 14:16 #457 P.0061008
1607.4.3 Material standards. Metal-sheet roof covering systems that incorporate
supporting structural members shall be designed in accordance with Chapter 22. Metal-
sheet roof coverings installed over structural decking shall comply with Table 1507.4.3(2).
Table 1507.4.3(2)Metal Roof Covent s
-Roof Covering Pe Minimum Ap lication Rate
65%Aluminum-Zinc Alloy Coated Steel ASTM A 792 AZ 50
50/a Aluminum Alloy Coated Steel ASTM A 875 GF60
Galvanized Steel ASTM A653C,-90
Pre painted Steel ASTM A 765
1607.4.4 Attachment Metal roof panels shall be secured to the supports in accordance
With the manufacturers fasteners. In absence of manufacturer recommendations, the
following fasteners shall be used.
1. Galvanized fasteners shall be used for steel roofs.
2. Copper, brass, bronze, copper alloy or 300 series stainless-steel fasteners shall be
used for copper roofs.
3.Aluminum-zinc,coated fasteners are acceptable for aluminum zinc coated roofs.
4. Stainless-steel fasteners are acceptable for all types of metal root.
CHAPTER 22
STEEL
SECTION 2210
COLD-FORMED STEEL CONSTRUCTION
2210.1 Regular cold-formed steel. The design of cold-formed,carbon and low-alloy
steel structural members shall,be in accordance AISI S100.
OWL
ton
%
•
No.44023
STATE 0
ONKIAL
-SEP 2 2 2011
From:UNIQCO GROUP LLG 03/13/2018 14:16 #457 P.007/008
LIMITATIONS OF USE FOR NON-HIGH VELOCITY HURRICANE ZONES
Minimum Slope: 1/212
Substrate: Steel
Substrate Description: Purlins or FL P.E. designed.equal.
Substrate Attachment: Designed by FL P.E. per FBC.0 edition (2017).
Fire Barrier: Class A fire exposure rating in accordance with FBC
Section 1505.1 with UL 790. -
Insulation: (Optional)Vinyl or reflective foil faced fiberglass
batten insulations that have a flame spread rating of
no more than 26 and a smoke development rating of
not more than 450.
Minimum Substrate Thickness: 16-ga purlins or FL P.E.designed equal per FBC 6th
Edition (2017).
Documentation Supporting the Compliance Statement
The product has been tested in accordance with-
• ASTM E 1592-01: Test Report 07-0045T-07 A, B, E, F 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(2012)test standard.
• UL 580 Testing through UL construction#542 located in Northbrook, IL 60062.
• FM 4471 "Foot Traffic"for roof slopes 2:12 or less-Test Report 07-0172T-17
dated 09-21-17 by Force Engineering &Testing, Inc. located in Humble, TX 77338.
The FM 4471-92 test standard is equivalent to the FM 4471-10 test standard.
Maximum Uplift Pressure: Contact Manufacturer for additional uplift pressures
and panel spans.
Application: Install PBR Panel per the manufacturers approved
detail.
Test Design Pressures:
29 ga. PBR-66 psf @ 4 ft o.c.spans
26 ga. PBR-80 psf @ 4 ft o.c.spans of P40a
r=k
JL 24 ga. PBR-90 psf @ 4 ft o.c.spans ✓
22 ga. PBR-142.6 psf @ 4 ft o.c.spans
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