HomeMy WebLinkAboutProduct Approval Force Engineering&Testing Inc.
19630
R-amblewood Drive
Humble,TX 77338
Product Evaluation Report
ATLANTIC METAL I/OF VERO BEACH, INC.
I"Nail Strip, 24 Ga. 16" Wide Roof Panel over 15132."Plywood
Florida,Product Approval # 17796.4
Florida Building Code 2014
Per Rule 61G20-3
Method:i—D
Category:Roofing
Subcategoryt metal Roofing
Compliance Method'.61G20-9.005(1)(d)
NON kVHZ
Product Manufacturer:
Atlantic Metal 11 of Vero Beach,,Inc.
4020 43rd Avenue
Vero Beach,Florida 32960
Engineer Evaluator:
Terrence E.-Wolfe,P.E.#44923
Florida Evaluation ANE ID:1920
Validator:
Locke BoWden,P.E.,FL#49704
9450 AlVsbury'Place
Montgomery,AL$6117
Contents:
Evaluation Report Pages; 1—4
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STATE OF :Cr Z
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FU1 7796.4
June 11,2015
Force Engineering&Testing Inc.
19530 Ramblemood Drive
r4wnb1c,T:C 77338
Compliance Statement: The product as described in this report has demonstrated compliance with the
Florida Building Code 2014,Sections 1504.3.2.
Product Description: 1" Nailstrip Roof Panel, 24 Ga. Steel, 16" Wide, Roof Panel attaching to 15/32"
APA Plywood decking.Non-structural Application.
Panel Material/Standards: Material: 24 Ga.Steel conforming to Florida Building Code'2014 Section 1507.4.3
Yield Strength: Min.50.0 ksi
Corrosion Resistance:Panel Material shall comply with Florida Building Code
2014,Section 1507.4.3
Panel Dimension(s): Thickness: 0.024"
Width: 16"max coverage
Female Rib: 1"tall
Male Rib: %"tall rib w/slotted strip.
Panel Seam: Snap Lock
Panel Fastener: Through Panel Slot:(1)#10-13 x 1"GP Pancake Type A
In Pan of Panel:(2)#10-11.x 1"Eclipse Head Type A
%"minimum penetration through plywood
Corrosion Resistance:Per Florida Building Code 2014,Section 1506.6,1507.4.4
Substrate Description: Min.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. Substrate must be designed in accordance.w/Florida Building Code.
2014.
Design Uplift Pressures:
Table"A"
Maximum Total Uplift Design Pressure: 59.75 psf 101.0 psf 153.5 psf.
Panel Slot'Fastener.Spacing:- 16"O.C. 6 Y.."O.C. 6'/."O.C.
Panel Pan Fastener Spacing: - NA NA 12"O.C.-
*Design Pressure includes a Safety Factor=2.0.
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STATE OF
s,m orrbmm 0 E` �� or I ID L`s;�•
GseArA'ia i1 O N A I.y�.��G♦�,
FL#17796.4
June 11, 2015
'
U Forcm Inc U
U `g � ~ ~19530 aDrive u
Fi"mae,TIK77338
.
Code Compliance: The product described herein has demonstrated compliance with
The Florida Building Code 2DI4,Section 15O4.32,
Evaluation Report Scope: Theproducteva|uationis!imitedtomomp|ianbemiththestructvra|wind|mad
requirements ofthe Florida Building Code 2014,asrelates toRule 61G2O'3.
Performance Standards- The product described-henei n has demonstrated compliance with:
" UL5O0-0h`Test for Uplift Resistance ofRoof Assemblies
° Ui2897'O4'Uplift Test for Roof Covering Systems
�
TAS lOO'95—Test Peocedurefor Wind and Wind Driven Rain Resistance
qfDiscontinuous Roof Systems
Reference Data: 1. ULS8O-94/1897-98Uplift Test
Force Engineering&Testing,'\nc(F8COrganization#TB-S32O)
Report No.7�'0314T'O6*,Dated O3/24/2O07
Z. TAS 100-95
Fam6aughEngineering&Testing,Inc.(F8C-Organization#TST-I6S4)
neportNo.T15Q-07*,Dated V4/05/20O7
3. Certi5cate.of!ndependence
ByTenen:eE.VVp(feP.E.(Nn.44923)@Force Engineering&Teg|ng,�nc.
(FB[Organization#ANE ID:19�O) '
Test Standard,Equivalency: 1. The UL 580-94 test standard Isequivalent tuthe UL580-86test standard.
u. The VL1897-9utest standard|sequivalent tothe VL1897-O4test standard.
Quality Assurance Entity: The manufacturer has established compliance ofroof panel products|n
accordance with thef|urideBuilding Code and Rule 61G20-3.005(3),fnr
manufacturing under aquality assurance program audited byanapproved
quality assurance entity.
Minimum 0udeRange; Minimum Slope shall comply with Florida Building Code 2014,including Sections
1SO7.4.Zand inaccordance with Manufacturers h�curnmendations.
Installation: Install per manufacturer's recnmmendeddetails.
Wmderlayment: Self-adhered ronfingundbrlaymentminimum 4Umil thickness.
Roof Panel-Fire Classification: Fire classification|snot part sfthis acceptan:e.
^v^«vuxo»vv
STATE OF
ar
FL#17796.4
June Il^ 20I5
Force Engineering&Testing Inc.
19530 Ramblexvood Drive
Humble,TY 77338
Shear Diaphragm: Shear diaphragm values are outside the scope of this report.
Design Procedure: Based on the dimensions of the structure,appropriate wind loads are
determined using Chapter 16 of the Florida Building Code 2014 for roof cladding
wind.loads.These component:wind loads for roof cladding are compared to the
allowable pressure listed above.The design professional shall select the
appropriate erection details'to reference in his drawings for proper fastener
attachment to his structure and analyze the panel fasteners for pullout and
pullover.Support framing must be in compliance.with Florida Building Code 2014.,
Chapter 22 for steel,Chapter 23 for wood and Chapter-16-for structural loading.
`Th'e Test Reports are owned by Metalforming, Inc. Metalforming, Inc.gives tile above manufacturer permission to
use these test reports.
146:4490
STATE OF
GDAL
FL#17796.4
June 11, 2015
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TYPE_ 1 FASTENER. -ATTF..RN (SCE LOAD TABLE
16"
F_ =—(
A-
15/32" PLYWOOD V' GP "TYPE A PANCAKE
W/ GRACE ICE 8c WATER SHIELD SEE LOAD TABLE FOR SPADING
OVER': ENTIRE ROOF DECK
TYPE 2 FASTENER PLD_ERiN! (SEE LOAD TABLET
16"
it10-1.3 is 1". TYPC A. PANCAKE -/ \\ r
C 6 3/4" O.G. (2). 110-1 I .X 1 ' ECLfPSE HEAD @ 12" O.C.
PER PANEL.
1;5/3'2" PLYWOQD
W/ GRACE ICE .& WATER -SHIELD
OVER ENTfRE' ROOF DECK
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1.(1J�1._ -*
FIELD HERMED -PANEL END
I
CUT FEMALE END
BACK I"
t i
t I.. PANELS ;REOUIRINC FIELD HEMMED E`!OS
! SHOULD BE. FABRICATED V' LONGER, T14AN
THE .fINISHEL) PANEL. LENGTH, VALLEY +
CONDtTlOI`!S 0,15T BE FIELD. 'CU'T To 714E
APPROPRIATE ANGLE.
I , -Cti f,EI AO;K PANEL ;iOINTS. 1"
e it
( = MALE ENO
BACK 1"
A
3. P�ACE-"PROTRUDING PAh! INTO THE PANEL
t HEMMING TOOL THE FRONT- EDGE OF THE
I, =0 �.AUST_. REST AGAINST THE NOTCHED { t
JOINT LEGS, ON BOTH 'SIDES.
A. WHILE MAINTAINING PRESSURE' AGAINST
THE.PANEL ANTS.,-'ROTATE TliE HEMMING
T60L AS 'CLOSE TO :f80" AS POSSIBLE_
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PANEL HEMMING'TOOL
4 `iatt�s`'sc-txzxa .{ ,,
5. INSPECT COMPLETED, HEM TO INSURE 'GHAT' .`
THE 'HEA! IS OPENED ANO- CAPABLE;OF
i I Y
R.ECElVING THE. CLEAT {SEE' ERECTION .x z< ' No.,
DETAILS}_ z�
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FEB, I
HIGH PROFILE RAKE.
1.,) Turn -cul edge of ponel: up
2.) Determine location off zee dosurc., Apply . dolont, tape to ftcat afi .panel. I.
t
3;) :Place .closure on' tap of sealant tape. Secure, lhrough lope rand panel with
#1'Q-'12 x: 1" HWH wood screws .0 12"oc.
4:) :Apply ;o, coniinuous slri.p, of st;alant tape to the tap. of the zee closure:.- Sect
'bel,ween ends of laps WUh butyl seatonl,:
In'sta11 panels- so that the t"he field• tut end is engager into the open .heat of the
rsceivee trim, and fully embedded, into the urethane seolonl..
Ca.) lnsfoll the rake frim, Secure to closure xeq with, 1,f d:—'14 x 7/8" H V I Tek/l
I
Io.slen••ers of 12"oc.
• rlc"LU IUkN Pit' �� ?iaj r :vj ilrit}JEJ ;l.:Sir„R •
CUT PANEL£DGE I'”
.1/Iq"" X t/2" EIUIYC
RASE TRIM 5r,AL.ANT PAPE
S/.12" x C, 9uTYc
SEALANT JA0E
RANCAKE
~ . IQAD WOOD SCRElr Ni _;'� + t CONTINUaU!.
t ;f) RNtLL+I?5 !:LOT ZEE. CLOSURE'
taly PROFILE rAST£N£H J ` 1 I5/32";PLYWOODWf`(`I•!
(tiY
INSTALLER) IFGRr1C[(CE cNe Wi1Et2'S}IIELb
SELF DHERj:. RQC3PING,
CONTINUOUS u. iDERLAYmiustrOVER
DRIP CLEAT ENTIRE ROOF DECK
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tzy�erssav
Y
SJete of Florida��,fSs�•.:.-.« :'� ,�►�...,
dt2977B' r Q 9tx"�
t
FEB.10 :20.151
VALLEY
Tem.paronlyottoctr volley. trim aN ends :v.f ; .i0-12 x 6" poncalce head wood scrdws.
2.,) Apply 't utyi Seolonl 00FOSS, lop of •valley' lri;ni as shown.
1) Attach cte.at through Sealant w/ y�:1:Q 1.2 x I"' pancake, .head wood scr6ws @ d"Qc'.
4.) Apply a• second bead of butyl sealant. across the top_ of the cleat, and over,the
fastener- heads.
5..) install pdnels so than the cleot is engaged: rola the field applied hem.,
CREATE PANEL EMO,;CI,USURE I __
:'rj L'Cr� r�5 t.i`OISI:7�E• L!RE
SIL CONE_SEAL."T
/ALLEY TION
I;10�r2 X 1" .PANCAKE .1:�� +fz..
ftEAO WOOD SCREW N'rf + i
�2 PHILLIPS SLOP } !I tl CONTINUOUS
CLEAT
' �,�.;,�� yam`=•r�>�Y-s.��-. ..,.,,3a ° i,ei;..�:�,,_.,.... .3•..� .�.-,r:�ti --t''`'`om-'- 1. !
L
FIELD HEMMED PA NEL
END - .!`WIRE
\ SET CLEAT IN A 15/32 PL,Y.W60D WITH
CONTINUOUS BEAD Of•GitACCIG.Es'3eWATEkSWELD.
BUTYL.SEAL•ANT SELR'ADHER.1[)ROE)FING
llJJt)EFTICI+7CNT C)YEft
ROOFINC:FELT","- 30k IiNtII2E.RCiOFAECE
MIN.. (SY.OTHOS).
W/SIM AND.WASER
SHIELD ;TO''6TEND
3'-LIP.EITHER SIQE F
VALLEY
00
-
.., 92 w. :.
41�40 ilk
' r
.FEB
LOW LAVE
l_) 'fsrnporo'rily
aft ch. Bove }rim at ands- w/ g t o—l 2- x t." pancake head woad screws
2.) Apply •bulyl sealant across top of Pave trim as shown.
3.) A)t6ch cfeat ihrough' s•eatant w,f ftp—t.2 x t" pancake` head wood screws C@ :d"ot,.
t. Apply a second bead, of butyl sealant across .the tap of the -cleat•, and over the
fastener .heads.
5,_) insfoll ,panels, so, that the dl'eat is engogpd 'into the field .opp°lie.d hem.
CONTINUOUS .. i
CLEAT, 110-12 Y 1" PANCAKE
HERO MOOD SCREW %1
NZ PHILLIPS SLOT
CREATE PAM END-CLOSVRE 4-0C
W/- DUw 795 MOISTURE-CURE,
SILICONE SC..L,%NT
FIELD HEA'.MO PANEL
ENO
LOW L'RDFl1E FASTENER15/32"PLYti°/OGD WITH
t {er Ott{Errs}
sct FElL>u D>zo6rr::uc'
i CUN'bluous;'dR1i' 1' \ vNr�:tu•.tirx>cr r.Tiv ti
04TI'2LA00F DECK:
�. \• $ET CLLtaT :Tt d 1
SAVE iR1tr J,
`— �� I 1- CONTINUOU5•SEAR-OF
9UTi L SEA'VNT'
j
IS
•: t o P.
Pr � �Al
4 -
.
+�►2ena a,riS�t�NAIL ��+
_ RIGGE / HIP
1'.) Determine_ location of- zee closure. Apply sealant tape to flat of panel..
2..) ARI.ace closure on top of sealonl' tape.: Secure through tape and panel with
'HWH: wood screws 0 4"o.c. Seal the
fab of the closure to 46 side
joints, wit.ti butyl sealant.
31 Apply a continuous strip of sealant Pape td the top of file zee closure..Seal
between ends of tape: with butyl' sealant:
�) Install the ridge 'frim. Secure to closure zee with 1/4-1.4 x 7/8" 191Yltf Tek/'1
fasteners. at. 12"oc. 1
I49.-15 X i" HVl11
%YQOU SCREWY Q 4`9c j I
t
1/4-14 X 7/3 IAIIH,. I j.
KK/1 W/ oatM O:WASHER,
C3 12"oc 6 ''— fRIDGI .TRIIA i
l
[ 1 ;J16- C 1/2" oU1Yl
sEALAt4r rns'E 1
1 �
15/32"'PLYING D%VIT4f /
t GRACE ICE&W,A1'ER
� Q5URE. CUT AND SHICCDSCLFIDHERF.D
v0 C�IE� :c IT 9ETwE=i ROOffN(jLRJpF.Rt.r'.'Ctvf6QT/
W-ANE:. AIMS. f L�VCItEt1ITItt3ItC1�f1)�C< f
X BUTYL t I I
jI I SEALANT ',APE
I ,
I rip
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