HomeMy WebLinkAboutPRODUCT EVALUATION REPORTLJ Force Engineerina & Testjl"
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19.530 Rainblewood Drive
I lumble, 'J"exas 77338
Phone: (281)540-6603 FAX-4 (281)5;.40-9966
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(,"AROLIAM INCO
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26 Ga. AG Roof Panel over upen Froming
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Carolina Carports, Inc.
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lrdfnal i'Vidge. Trail
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neer Eva.AIC"I"'or:
Johnathan Green, P.E. #88223
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Brian Jaks PX. #70159
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Evaluation Report Paes 1- 4
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Panel Fastelier patter�)V'
Panel SPav-,
Substrate
Force Engineering & Testing
195-10 Ramblewood Drive
I himble, lV\,as 77338
Phone: (28 1) 1*540.6603 FAX: (281) 540-9906
Website..
T J a s described in this repnrt has demonstraled cornpliance
lorida 1-73Uild, 1--:(T Code 2020, Sectior-is 1 S043.2j 1504.7.
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F.00f Panel, 26 "a. Steel, 36)' W�
&A Application.
thr�C,ouo'�l
a t e r i a 1: 2 6 G a S t e e I AS T M A 7 9 2 o r A S,r �vz A 65).3 G,-, 9 c" C) I 7C) 11 Q t o F I c) r id a
Eluilding Codle S e- c t i 0 7.4. 3. (1) i P
Yield Strength- �1-w rnp�v ve"'It.-I. For�f-`a Building Code
Corrosio,n Resistai-,c(, Matet"al sha"
2020, Section 1507,z,-1-3..,
NIM
Rib Heig),--
-
Panel
0 ej 8 niw. order thickness
u rr, coverage
36
Y4 ZOL 1911 O.C.
MRS tV,,,----Aai Rollforniing ysterns
14
sealing washing o i"`l-..L- A-
x j i Cr ap-I
Building Code 2020, Se�-Uir,-)r,� 1S-(`7,4',,,
a. Stec,", frami f`-'AP1,'YT1L1M 18 Ga. (Grade 50)
Steel hat 6,1a�--iel purl Table A for steel au;-, . i--raming must be
designed in a ccorda ,i,j Flerida Buildi'Hr�Ng Code 2020,
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-59.9 r,�,J
2 - s2 --1
Min. 14 Ga.
Steel Framing
t)esq-1-i [- assure includes a Safety Factor = 2.0,
A
16f +46.9 psf S 7 -3 p s f
2-1-2-1
o
0 C),
iii
8 G st e Min. 14 Ga. St e r2" Min, 18 Ga. (Ain. 18 C-
Framing
Steel Framing Steel Fran
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HAS BEEN
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FL# 61%-1 R6
Code C01,11piia--fie
4:
Eva"u'aVon Report Scope;
Perfror.mance and �xds
Refic-srence Data:
Qoality Assuimv,lce Ero--
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WTIMI I I I
IP 1, Slope Rargp:
n s t a 1, ia t 10 I:
Force Flignicel-1111" & "FestillLy
19530 Ramblewood Drive
I Itimble, 'Tvxiis 77338
Phone: (281)540-0603 FAX*- (281)540-9966
The w-oduct diescribed herein has de,,monsulr-, te-d compliance vAiR11,
Tke 1-1,Jilding Code 2020, Sections .5043.2, 150,63.
The PI'OdUct evaluation is linifted
to
compliance
with the
sti-JIctural wind
load
req,,Airemetits of the
Florida
BU!'�'.CliPGI'
0
Code 2020 1
as relates, tc, P'uCr-� 61G20-3.
1 -
-))ISU -ated compliance with:
e esc-ibed herein has de�*�-"C�
0vl T
AS'l 1592-05 (202) 7 est d Fo- structural p�,)i- IM, cif
stat�,-- prc-ssre
sheee t iletal roof and v 0'oi
I "V
S I est
(FBC Or�xandzation 4 TST-5)328)
V, C) E 11 n g e T c
2
es
is istance Test.
'ic , 1 :�\f 4 4 1 - 10, S C t 4 1 Tt
1 1 j - 'ci J` BC Oreaf!UAtiffll, V
Eng`Ieering,
14 2 T- 15
2, &
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Bv Joh�iathan Gree, e 1- ,
L No, 8 8 2 2 3) @b F o r e i i g i r), e r, e s t
"C Organization L ID. 1290
10 st- sta I,; di -�i C
2 1 -2
:� ASI-�,�, -iS9 -011--,(2,01,-`�
is equivalent to L t. n.
S C�Ilr4c, j�
Th e F M 44 7 1 - 10j Foot li't c R e s i s tam ce te st s tew �tj p,
r) t t 0
FM 4471-92.
has est.A--J,k!-.,hed c n1--',1-aru-� of roc-f
The ma11UfaC.,,.1,,(-
LS
'3) for
accordance w , t I -i �g Co6e alid ie-
61G20-3.6 I," c-,. ?F I o rihdi-
d -rlU-
by ail, -app,;---,ived
�J' e r a u i t y a s su, n ce rat'n a cl t e J
manufacturing )G'
quality assurance en'%Aty.�
S�ope shall corrm�y w"th Florida BUii(NIO, Code 2020, 'r,cil iding Sectlo;,.'
ufac.t,q
for
in acco. ers reconin,"'.'"""".,
less th, ti -1,, 2 1 a P s e a'-),,, 3-11U-t be u� e, n thic-'., panel sick- lap
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recomniended", detaiis.
vista � I A) e r rv- 1 fi,
I IS 1`T'K!1 A S 1331- E N
SIGNLD AND
EALL"" 13 Y 0 111 N AT H A
)',REFN 01'r'll THE DATE
TO THE SEAL,
PRINi-ED COPIES OF THIS
DOCUb-.11ENT ARE \10T
SEALED AND THE
SICNATLIRE MJJST
F1,771 (,"596,1
Force Engineering & Testing V-1
19530 Ramblewood DriVe
1himble,'I"evis 77338
Phone: (91.80540-6603 FAX: (281) 540-9966
NVellsite: Avww. forece jig] need, 11W est I neuxon)
M a n u f a c t t 1, r e,� r's a r) o, v C. cl Tp r (3 ,j Ic t o r, F
Roo
Panel "'ire class ficaU01)" Fire classification is reef part of this l
Shear icaphragm: Shear diaphragni values aire the scone of this
Deslgll ProCedUre: Based on the dimensions of the StRiCture, appropriate wind loads are
'i
de�ernflned using, Chapter 16 of thre .11.orkla Buill(fing Code 2020 for roof Oa'lldi
winid. loads. These coriiponent wit 10'r's p s r.roc-f cladding are to th,
I
allowable presSUre listed;listed;above. Tfv--� des,4cr profesional shall select t
appropriate erection details o r- efe,,,ence in
his
(l.'a;,�,vngs
fic)r propp,r
`:'as er,er
attachment to his structure and
analyze the
pavlel
fasteners
for p,illlout
j�ulllover, Suppo,'t framing must be in compliance with Florida Buijci'�.Ck-,"d
221 for steel) and Chapter 16 for structural loading.
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18 GA. (GRAgE 50) STEEL RAT
OR VNV M 6A. "GWOE 50) SJEE',
(su, TtB,,-E A SPACING)
FOITC E11911-leeling & Teksting
19:1530 Ramblovood Drive
i fumble, 1'exas 773.18
Phou-, (281) .1540-6093 FAXW- (281) 540-9966
Webshe: w v "A" forece I Igi lice I-1 I 1gt est i ng.com
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.PRINITED CC)P!,'
DOCUIINIENIT ARF NOI
CONSOEFlED A, 'D
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