HomeMy WebLinkAboutEVALUATION REPORTR R W Building Consultants, Inc. e B Consulting and Engineering Services for the Building Industry SCANNED
C P.O. Box 230Valrico,FL33595 Pbone813.659.9197 BY
Florida Board ofProfmicnal Enginens Certificate ofAuthorintiun No. 9813 �(
St Lucie county
Product
Sub Category
Manufacturer
Product Name
Category
Therma Tru Corporation
Fiber -Classic and Smooth-StarExterior
Swinging
Exterior Door
118lndustrial Drive
Composite Edge Opaque Fiberglass Single Door
Doors
Assemblies
Edgerton, OH 43517
InswinglOutswing
Phone 419.298.1740
"Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru
Corporation based on Rule Chapter No. 61 G20-3, Method 1D of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Flodda Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind home debris protection this product complies with FBC Sections 1609.1.2 & R301.2.1.2 and does
not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996
and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-20468.4 require further engineering analysis by a licensed engineer or
registered architect
6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of
Installation
7. See drawing FL-20468.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
ETC 01-741-10701.0
ETC 01-741-10703.0
TEL 01461612
TEL01461939
2. Drawing No.
No. FL-20468.4
3. Calculations
Anchoring
Test Standard
TAS 202-94
TAB 202-94
ASTM E330-02, E331-00
ASTM E1886-05, E1996-09
ASTM E330-02, E331-00
ASTM E1886-05, E1996-09
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Testing Laboratory
ETC Laboratories
ETC Laboratories
Testing Evaluation Lab.,lnc.
Signed bV
Wendell W. Haney, P.E.
Wendell W. Haney, P.E.
VX Wright
Testing Evaluation Lab.,lnc. V.K. Wright
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Seated by
SCHAzf i`4 P�Lyndon F. Schmidt, P.E.
000 ° ��vcrV S+•, s
No 43409 -o*
Ct
3 e STATE OF N
0
�ea�®SS 86 NI sD e
Lyndon F. Schmidt, P.E.
FL PE No. 43409
12/5/2017
THERMAITRU®
DOORS
Fiber -Classic. & Smooth -Star.
COMPOSITE EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
"IMPACT"
GENERAL NOTES
I. This product has been evaluated and ls in compliance With the 6th Edition (2017) Florida
Building Code (FBC) structural requirements excluding the'High Velocity Hurricane Zone"
JHVIU).
2. Product anchors shag be as Wed and spaced as shown on details. Anchor embedment
to base material shall be beyond wall dressing or stucco.
3. When used In areas requiring wind home debt protection, this product compiles Win FBC
Sectors 1609.12 3 R3012.12 and does not require on Impact resistant coverNg. Thk
product meets missile level V and includes Wind Zane 4 as defined in AS1M El 996 and
FBC Seclions 1609.1.22 & R3012.1.2.1.
4. Far2x studfmrdng construction, anchoring of these uNh shot be the same as that shown
for 2K buck masonry construction.
5. Site conditions; lhot deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
6. HberClassic& SmoothSfor Door panel require the use W7 pan numbers and must be
stained or painted within sx months of imtatation.
3775"NIA%.
RAME WIDTH
FS
IN
z
3
=o
�ro
o
.41
OE
Fa i
c�, s
a
a
x
a
n
dad
za
SOCK
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONFIGURATION
HARDWARE
LOCK
HARDWARE
INSWING
OUTSW/NG
POSITIVE
NEGA77VE
POSITIVE
NEGATIVE
CENMLINE
x
5-1/2"
Latch 3 DeadboB
+60.0
-67.0
+60.0
60.0
x
12"
Latch & DeadboH
+67.0
-67.0
+67.0
-67.0
x
N/A
MuNipolnt
+50.0
.50.0
+50.0
-50.0
See Sheet 3 for Hardware Specifications
a:
FL-20466.4
EXTERIOR
COMPOSITE HINGESRLE
CAP (ENGINEERED WOOD) INTERIOR (ENGINEERED WOOD)
1 HORIZONTAL CROSS SECTION
2
36.0' MAX.
35.013" MAX.
EXTERIOR
0.406"
0.7,
OMPOSITE
CAP
COMPOSITE HINGE STILE
CAP (ENGINEERED WOOD)
INTERIOR
2 HORIZONTAL CROSS SECTION
2
35.3133'MAX.
PAN 2 D
R
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40 DOOR PANEL
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41 DOOR PANEL
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UT O.
(ENGINEERED WOOD)
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o 0
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(POLYURETHANE-
zgg
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1.9 PCF MIN.J
.3
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ego
INTERIOR
EXTERIOR INTERIOR
EXTERIOR
3 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION
wre Da 02/16
N.T.S.
2 2
owo. on JK m
cm W. LFS ;
om"g No: m
FL-2046E.4 0
sxcn 2 or -IL "
CHART
SCHLAGE
KNOB: F51
DEADBOLT. 860
KNOB: SIGNATURESERIES
KWIKSET
DEADBOLT: SIGNATURE SERIES(980)
HOPPE
MULDPOINT:MPDGART
(rHERMA-TRU)
(3 pt. Manual Tongue)
Fiber-Classic/Smooth-Star Door Panel Options
Products approved include at embossed panel doors and 2 panel recessed panel doors.
Similar opaque panel con0gurallons are allowed.
Panels shown are for Illustration and are representative only.
i
F
ear
FL-20468.4
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EXTERIOR INTERIOR4
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scua N.T.S.
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m
FL-20468.4 0
s116.T S aG I I N
Q
MDiil02
/�('////.���j INTERIOR
1 VERTICAL CROSS SECTION
6 Shown Direct to Mariam
Outswig only w/4-9116 Jamb
INTERIOR
M
1-1/4'MIN.
EMB. PP.)
is
MAX.
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE= 1:47 PSF
w/SECURRY STRIKE= t55PSF
i
V I E%IERIOR g I I, I
EMB. ITYP.J
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION
6 Shown Direct to Masonry 6 Shown Direct to Mason
Outswing only w/4-9/16'Jamb OU11=1 gect to 4-9/16 Jamb
EXTERIOR _W M1101
n VERTICAL CROSS SECTION
�Outswl gironlyw/6-9/16 jambgironlyw/ 6-9/16 Jamb
�r5-'� HORIZONTAL CROSS SECTION
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only W/6--9/16 Jamb
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ow>nm ,
FL-20468.4 e
.w 6 -, II E
Notes:
L SDI Item #'s17,18,32,34,35,36,37,38&39 are attached to jambsw/(3)#8X2-1/2'pthscrews at each end
�$ A
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m
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INTERIOR EXTERIOR
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2 VERTICAL CROSS SECTION
7 Inswing Sill
7 Inswing Sill
Y
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EXTERIOR INTERIOR EXTERIOR � INTERIOR
SEE NOTE I
3 VERTICAL CROSS SECTION
7 OWsw(ng Si0 4 VERTICAL CROSS SECTION °x+FIL
7 Public Access Sill F7-20468.4 a
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MIT
INSWING IHRESHOID S 8 N
/l INSWING THRESHOLD 37 WOOD JAMB
Wv4eg Rasie Composite Adjustable M MIT Imxing gave Faetl7-I/TSi➢ 1 8 c ? m
gN 9d
456ETa- I � 68T � c ^ C
& d
K
O
INSWING THRESHOLD INSWING THRESHOLD OORWING THRESHOLD
33 Imvriag Basic Faed Sill 38 Inswing Composite Adjuslobla SR 76 Composite SN
J
4S6°
7•--III— 6.77"
o �
0 o
o �
INSWING THRESHON
InsvnrSq Modemm CWnole SR l3fS /'IINSWINGTNFESHOLO
``J UuINg Basic Compose A C M t c a)le SN 17 GIIISWING THRESHOLD zD
Composite/Aluminum SN ci
6.75'
�a6 0
Pn � 6.0' ? 6.75' J o
h oyyJ
a fig, o o g K
vellD
INSWING iHRESH010 o D 3
Wwng Modemte CGmotesm ado 2
po
�10URWING THRESHLle/AWmhumOLD
PUBNC ACCESS IHRESHON ComS➢ o ^r ;
F_•-5.75� 15 IDie�mal eieap a ;
Ma H ^ Z L
L mm 08102116 s
N.T.S.
I 0 0 0 j�j vva M JK E
INSWING 7NFESNOID {-� 1.79" r-1.9T' 1.06" �-I I rmc m LFS 3
36 inswing gaslc HnMd S3/rsin °
°IUtNNO Na.: N
d B SWEEP 9 SWEEP 10 SWEEP o FL-20465.4 n
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BILL OF MATERIALS
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CO ANCHOR NOTES:
the
�_
I. Concrete anchorlocalions of the comers
Crete
edge distance to mortorjotnls.
maybe adjusted
to malnlatn Mn.
gmg
Pl,
a:
2. Concreteanchorioc flonsnotedas MAX. ONCENTER'mustbeadjustedto
orck
maintain the min. edge distance to mortarjoInts, additional
concrete onchors
a
maybe mqutred to ensure the MAX ON CENTER" dimension are not exceeded.
$
a
i
z
3. Concrete anchor table:
o
n�
z
MM 08102116
sauc N.T.S.
RwR. m: JK m
cxx. en. LFS ?
oWNG No, °
I. Maintain a minimum 5/e edge distance, rand distance,
& 1 o.c. spacing of
FL-20466.4 °
"ad screws to prevent the splitting of
wood.
51¢ct i f Or j 1 O
OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
11EM A
DESCRIPTION
MATERIAL
A
1XBUCK(SG>=0.42)
WOOD
25
#8x2-1/2"PFH WOOD SCREW
STEEL
B
2X BUCK (SG>= 0.42J
WOOD
26
#8 x 5/8"PFH WOOD SCREW
STEEL
C
1(4"MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE
PLATE (STANDARD)
STEEL
E
MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SUB STRIKE PLATE
STEEL
288
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
G
3/16"X3-1(4"ITW CONCRETE SCREW
STEEL
29
4''X4"HINGE
STEEL
J
1/4" X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
#lOX2-1/2'PFH WOOD SCREW
(1.15'MIN.EMBEDMENT)
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUESYSTEM)
ALUM/COMP
M
3/16"X2-1/4"RW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
N
3/16"X2-3/4"ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
34
INSWING THRESHOLD
ALUM/COMP
d
WEATHERSTRIP (MEDIUM REACH)
FOAM
35
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
36
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
37
INSWING THRESHOLD
ALUMJCOMP
9
SWEEP
(USE wl MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
10
SWEEP
(USE w/PUBLIC ACCESS THRESHOLD)
VINYL
39
INSWING THRESHOLD
ALUM/COMP
15
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (800K)
16
OUTSWING THRESHOLD
ALUMlCOMP
41
DOOR PANEL (HYBRID)
17
OUTSWING THRESHOLD
ALUNI/COMP
42
DOOR PANEL (UI)
18
OUT$WINGTHRESHOLD
ALUM/COMP
22
#8x3/4'PFH WOOD SCREW
STEEL
23
#IOx3/4"PFH WOOD SCREW
STEEL
24
#10 x 1" PFH WOOD SCREW
STEEL
ANCHOR
ANCHOR
"MIN.
hUN. CLEARANCE
MIN CLEARANCE
'SRE
EMBEOMENY
70 MASONRY'
„TO ADJACENT
--'EDGE
ANCHOR
ITW
/
TAPCON
ELCO
1/4°
1.1/4"
1"
4"
ULiRACON
HW •
3/id"
1.1/4°
AS SHOWN
T-1/2"
TAPCON
WOOD SCREW
IN57ALIATION
NOTES:
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate ofAuthorimtion No. 9813
SCANNED
BY
St. Lucie County
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
Fiber -Classic and Smoat"tar
Exterior
Exterior Door
1181ntlustrial Drive
Composite Edge Glazed Fiberglass Double Door
Doors
Assemblies
Edgerton, OH 43517
9
w/ or w/out Sidelftes
Phone 419.298.1740
Inswing/Outswing "ImpacC
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Therma Tru
Corporation based on Rule Chapter No. 61 G20-3, Method 10 of the State of Florida Product Approval, Department of
Business & Professional Regulation.
RW Building Consultants and Lyndon R Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hunicane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in areas requiring wind borne debris protection this product complies with FBC Sections 1609.12 & R301.212 and does
not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM E1996 and
FBC Sections 1609.1.2.2 & R3012.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-20468-12 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber -Classic & Smooth -Star Door and Sidelite panels require the use of "J" part numbers and must be stained or painted within sit
months of installation
7. See drawing FL-20468.12 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460274
TEL 01460131
TEL 06-0831-1
TEL 01461612
TEL 01461939
Test Standard
ASTM El 886-05, E1996-05
ASTM E330-02, E331-00
ASTM E1886-02, E1996-02
ASTM E330-02, E331-00
AAMANVDMA/CSA101/I.S.2/A440-05
ASTM E1886-02, E1996-02
ASTM E1886-05, E1996-09
ASTM E330-02, E331-00
ASTM E330-02, E331-00
ASTM E1886-05, E1996-09
Testing Laboratory
Signed by
Testing Evaluation Lab.,lnc.
V.K. Wright
Testing Evaluation Lab.,lno.
V.K. Wright
Testing Evaluation Lati-Inc.
V.K Wright
Testing Evaluation Lab.,lnc.
V.K Wright
Testing Evaluation Lab.,lnc
V.K. Wright
2. Miami Dade NOA Materials Testing
16-1117.01 Butaclte° PVB IMedayer(Kuraray)
17-0712.05 Saflex® PVB Irderlayer (Eastman Chemical Company)
3. Drawing No. Prepared by e®e® c�s�F;U/ ®gso Stoned &Sealed by
No. FL-20468.12 RW Building Consultants. Inc. (CA #9813) o%% �:_•' "° CAB®m Lyndon F. Schmidt, P.E.
4. Calculations Prepared by�N�F.•', moo®
$rgned &Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) 9 8 No 43409 'o don F. Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Managemea r
Institute, certifying that Thermo Tru Corporation is manufacturing products e- y) ° STATE D o
within a quality assurance program that complies with ISO/IEC 17020 and a O •'. '^
Guide 53. Lyndon F. Schmidt. P.E.
ed`aps tie raa6 t�6®� FL PE No. 43409
Sheet 1 of 1 12/14/2017
THERMAITRU®
DOORS
Fiber -Classic. & Smooth -Stara
COMPOSITE EDGE
GLAZED FIBERGLASS DOUBLE DOOR
wl or wlout SIDELITES
INSWING/OUTSWING
"IMPACT'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition(20171
Florida Building Cade T11C( structural requirements excluding the "High Velocity
Hurricane Zone"(HVHZ(.
2. Product anchors shall be as ruled and spaced as shown on details. Anchor
embedment to base material shall be beyond wall dressing or stucco.
3. When used In areas requiring wind bome debris protection this product complies with
FBC Sections 1609.1.2 & R30121.2 and does not require an Impact reemant covering.
This product meets missile level'U'and Includes Wind Zane 4 as defined in ASTM
El976 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
4. For 2xstud framing construction, anchoring of these units shall be the some as that
shown fcr2r buck masonry construction.
5. Site conditions that deviate from the details of INS drawings require further
engineering analysis by a Itcemed engineer or registered architect.
6. Fiber-Classic&Smooth-Star Door&SldeOte panels require the use of"J"pad numbers
and must be stained or pointed within six months of installation.
74.75" MAX. FRAME WIDTH --�{
3
4
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151.25 MAX. FRAME WIDTH
37.S MAXFRAME WIDTH . 074.75MAX, FRAME WIDTH
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CONFIGURATION
DESIGN PRESSURE (PSI)
INSWING
DESIGN PRESSURE (PSF)
I OUFSWING
POSITIVE
NEGATIVE
I POSITIVE
NEGATIVE
xx, Ono
+50.0
-50.0
+50.0
50.0
See Sheet 4 for Hardware Specifications
m:
FL-20468.12
95,25 MAX. DOOR PANEL HEIGHT
i 952F MAX DOOR PANEL HEIGHT
EL HEIG 95.06"MAX. DOOR PAN HT
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DOOR PANEL DETAILS
P hone No, 813.659.9197
REVISIONS
MPE CA No. 9813
Conlc
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10 1s DPADBotr 5-1 2. 0CJKATII1.1110,AND RECESSED PANEL NOTATION PARF OR ASSEMBLY: BUILDING CONSULTANTSI�F] O 1] UPDATE TO 5th EO 201] FBL JK P.O. Bon 230, V91Nee, FL 33585
DATE BY SIDELITE PANEL DETAILS phone No.: 813.659.9197
REVISIONS MPE CA No. 9813
® 2016 R.W. BxILCING Coxau,.i�v�a Ixe.
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Fiber-Clossic/SM00fb-Star Door Panel Opflons
Products approved include all embossed panel doors and 2 panel recessed panel doors.
Shllar glazed panel configurations are allowed.
Panels shown are forillusiration and cm representative only.
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HOPPE
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(THERMA•TRU)
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(� HORIZONTAL CROSS SECTION
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Notes:
11. Sdelite assemblVscrews located C from
each end and 6 mare screws equally spaced
between 18 screws total per side jamb).
2. Sidefite assembly screws located 3' Bom each
end & at centerline (3 screws along head jamb).
U o
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VERTICAL CROSS SECTION
5 Oatswing strum linsmng similar)
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Notes
11. Sidelite assembly screws located 6" from
each end and 6 more screws equally spaced
between (8 screws total per side lamb).
2. Sideliite assembly screws located X from each
end & at centerule 13 screws along head lamb).
INTERIOR
EXTERIOR
1-1KWN. v 4� 4T 42
—^r EMS. 1TYP.l
�11 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION
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7 Shown Direct to Man.
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Double OoorOnly (N/Aw/Sldelites)
Notes:
I. SideSideflle assembly saews located 6" Irom each end plus 6 more
equally spaced between (8 saem total per side Iamb).
2. S-1del a assembly saem located W from each end 8 at centerline
(3 screws along head jamb).
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EMU. (TYP.)
V I .t°I DTRIOR
1 HORIZONTAL CROSS SECTION
7 Shown Drect to Masonry,
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Double Door Only (N/A w/ Sldelites)
DMIRIOR _W INTERIOR
VERTICAL CROSS SECTION
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INTERIOR
1-1/4"MIN. E% RIOR
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1. $91tem 4's 17.18. 32. 34, 35. 36.37. 38 & 39 am attached to jambs w/ (3) 08 X 2-1/T plh screws at each and.
Sa Item It's 16 & 33 are attached to lambs w/ (2) 88X 2-11T pthscram at each end.
SRI Item 915 is attached to lambs utRing (2( 010 X 2' pph screws at each end.
2. Sidefile assembry screws located 3 fmm each end & atcenterrtne 13 screws along 0).
INTERIOR -rl7)&,77(- EXTERIOR INTERIOR -p7A= EXTERIOR
SEE NOTE
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BILL Of MATERIALS
BILL
OF MATERIALS
CHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE.
i. TYPE.
SIZE
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'iOMASONRY
TO ADJACEM =
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UL7RACON
EVALUATION REPORT OF
METAL SALES MANUFACTURING CORPORATION
`26 GA. IMAGE II PAINTEL'
FLORIDA BUILDING CODE 6TH EDITION (2017)
FLORIDA PRODUCT APPROVAL
FL 11560A-R3
ROOFING
METAL ROOFING
Prepared For:
Metal Sales Manufacturing Corporation
545 South 3`a Street Suite 200
Louisville, KY 40202
Telephone: (502) 855-4300
Fax: (502) 855-4200
Prepared By:
Bala Sockalingam, Ph.D., P.E.
Florida Professional Engineer '�62240
1216 N Lansing Ave., Suite C
Tulsa, OK 74106
Telephone: (918) 492-5992
FAX: (866) 366-1543
This report consists of
Evaluation Report (3 Pages including cover)
Installation Details (1 Page)
Report No. C2181-4
Date: 9.8.2017
SCANNED
BY
St. Lucie County
.trs;Es,aaxas�=
.��GENsc .0
1.
y n
No 62240
n
�-o •' STATE OF 7•�i
t-
.c:;;. 2-a l'7
FL 11560.4-R3
C2181-4
9.8.2017
Page 2 of 3
Manufacturer: Metal Sales Manufacturing Corporation
Product Name: Image 11
Panel Description: Max. 16" wide coverage with I" high ribs
Materials: Min. 26 ga., 50 ksi steel. Galvanized coated steel (ASTM A653) or
Galvalume coated steel (ASTM A792) or painted steel (ASTM A755).
Deck Description: Min. 15/32" thick plywood or min.'14" thick wood plank (min SG of
0.42) for new and existing constructions. Designed and installed as
per FBC 2017.
Deck Attachment: 8d x 2.5" long ring shank nails or 98 x 2" long wood screws @ 6" o.c.
(Minimum) in the field and @ 4" o.c. at edges. Designed as per FBC 2017.
New Underlayment: Minimum undeda}anent as per FBC 2017 Section 1507.4.5.1.
Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt- For reroofing
(Optional) construction only.
Slope: 112:12 or greater in accordance with FBC 2017 Section 1507A.2.
Requires applied lap sealant for roof slopes less than 3:12.
Design Uplift Pressure: 84.25 psf @ fastener spacing of 24" o.c.
(Factor of Safety = 2)
Fastener Pattern: R10-12 pancake head screws along panel seam. Fastener shall be of
sufficient length to penetrate through the deck a minimum of %4".
Test Standards: Roof assembly tested in accordance with TAS 125.03 `Standard
Requirements for Metal Roofing Systems'.
Code Compliance: The product described herein has demonstrated compliance with FBC
2017 Section 1507.4_
Product Limitations: Design wind loads shall be determined for each project in accordance
with FBC 2017 Section 1609 or ASCE 7-10 using allowable stress
design. The maximum fastener spacing listed herein shall not be
exceeded. This evaluation report is not applicable in High Velocity
Hurricane Zone_ Fire classification is not within scope of this
Evaluation Report. Refer to FBC 2017 Section 1505 and current
approved roofing materials directory or ASTM E108/UL790 report
from an accredited laboratory for fire ratings of this product.
FL 11560.4-R3
C2181-4
9.8.2017
Page 3 of 3
Supporting Documents: TAS 125 Test Reports
Hurricane Test Laboratory, LLC
HTL Report #: 0103-0714-09, Reporting Date 9/1/09
NEC! UNDERLAYMENT
S
Roof PANEL �EE DETAIL 1 —, \
16"
EXISTING UNDEflIAYMENi MINIMUM ATM:
(OPTIONAL) UU x '2.5" LONGLON6 RING SHANK NAIL
WOOD RAFTER/JOIST/ OR y0 x 2" LONG WOOD SCREWS
MAX. 24" D.C. SPACED S" O.C. IN THE FIELD
& O 4" O.C. AT PLYWOOD EDGES
TYPICAL PANEL INSTALLATION X-SECTION
MIN 26 CIA. PANEL
NEW U14DERIAY14ENT
EXISTING SHINGLES
�70 PANCAKE SCREWS
(OPTIONAL) \
EXISTING UNDERLAYMENT—W
(OPTIONAL) PLYWOOD
DETAIL 1 15/52• THICK (MIN.)
O k RF A_[__` I NOTES
1, ARCHITECTURAL
FLORIDA OUILDR
2. ROOF PANELS I
PANEL. - IR",
J. DIC ROOF PANT
SPECIFIED ON 1
4. REQUIRED DESII
PANEL SYSTEM
ARE CRPAIER i
O. ALL FASTCNCRS
BUILDING CODE.
REOUIREM€MS
0. IWIERS/JOIST:
PANEL FASTENER
SPACING PER ALLOWABLE
PRESSURE TABLE.
(MIN.)
ALLOWABLE UPLIFT PRESSURE
FASTENER PRESSURE
SPACING (PSF)
(IN)
24 R4.25 ✓
id BEENDESIGNED IN ACCORDANCE WITH THE
MIN. 20 CA. MAX. EFFECTIVE COVERING WIDTH OF
INSTALLED OVER SHEATHING & STRUCTURE AS
FIF
EXTERIOR RESEARCH & DESIGN, LLC.
_ Certificate of Authorization #9503
- p g p 353 CHRISTIAN STREET, UNIT #13
TRUN° T ERD SCANNED OXFORD, CT 06478
BY (203) 262-9245
EVALUATION REPORT St. Lucie County
TRI-BUILT Materials. Group, LLC Evaluation Report A42960.10.12-R6
PO Box 70
Rutherford, N107070
(800)516-1485
FL16048-R6
Date of issuance:10125/2012
Revision 6: 09/25/2017
SCOPE:
This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of
construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen,
P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The
products described herein have been evaluated for compliance with the 6u' Edition (2017) Florida Building Code
sections noted herein.
DESCRIPTION: TRI-BUILT Roof Underlayments
LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted
herein.
CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced
Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of
this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product
changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this
Evaluation Report relative to updated Code requirements with each Code Cycle.
ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in
advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety.
INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or
its distributors and shall be available for inspection at the job site at the request of the Building Official.
This Evaluation Report consists of pages 1 through 6
Prepared by:
—
.....:..r!r•....
at
-� iSO.Sp.ne
Robert J.M. Nieminen, P.E.
Florida Registration No. 59166, Florida DCA ANE198.3
TFe fa6imda zeal a{r�eatnBbax au!Foretl np 9cFe^atleci.^.e.�,
P._. acWr5r2Q3T. IDs aces no: seneazzc e'xroni_Iry zgceE
cud.-et2
CERTIFICATION OF INDEPENDENCE:
1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or
distributing products it evaluates.
2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates.
3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for
which the evaluation reports are being issued.
4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the
product.
S. This is a building code evaluation. Neither Trinityl ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any
project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained
specifically for that purpose.
TRINITY ERD
ROOFING COMPONENT EVALUATION:
1. SCOPE:
Product Category: Roofing
Sub -Category: Underlayment
Compliance Statement: TRI-BUILT Roof Underlayments, as produced by TRI-BUILT Materials. Group, LLC, have
demonstrated compliance with the following sections of the 6`h Edition (2017) Florida Building Code through testing
in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations /
Conditions of Use set forth herein.
2. STANDARDS:
Section
Property
Standard
Year
1504.3.1.
Wind Resistance
FM 4474
2011
1504.3.1
Wind Uplift
UL 1897
2012
1504.6
Accelerated Weathering
ASTM G155
2005
1507.2.4 11507.1.1, 1507.2.9.2
Physical Properties
ASTM D1970
2015
1507.3.3
Physical Properties
FRSA/TRI April 2012 (04-12)
2012
3. REFERENCES:
Entity
Examination
Reference
Date
ERD (TST6049)
Physical Properties
S40540.02.13-1
02/19/2013
ERD (TST6049)
Physical Properties
S40540.11.13
11/19/2013
ERD (TST6049)
Physical Properties
S40540.03.14
03/26/2014
ERD (TSTG049)
Physical Properties
544870.04.14-2
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-3
04/02/2014
ERD (TST6049)
Physical Properties
S44870.04.14-1
04/10/2014
ERD (TST6049)
Physical Properties
S44870.04.14-4
04/10/2014
ERD (TST6049)
Physical Properties
S43530.02.14-1-R1
05/14/2024
ERD (TST6049)
Physical Properties
543530.05.14
05/28/2014
ERD (TST6049)
Physical Properties
S40540.10.14
10/31/2014
ERD (TST6049)
Physical Properties
S50645.02.15
02/13/2015
ERD (TST6049)
Accelerated Weathering
SC8520.04.15
05/27/2015
ERD (TST6049)
Wind Resistance
SC14045.05.17-R1
06/07/2017
UL, LLC. (QUA9625)
Quality Control
Multiple -Listing R16814
12/10/2015
UL, LLC. (QUA9625)
Quality Control
Service Confirmation
Exp. 07/18/2020
4. PRODUCT DESCRIPTION:
4.1 Tri-Bullt Sand-R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS
modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970.
4.2 Tri-Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified
bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012.
4.3 Tri-Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS
modified bitumen roof underayment; meets ASTM D1970.
S. LIMITATIONS:
5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the
Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was
used for permitting or design guidance unless retained specifically for that purpose.
5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions.
5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials
Directory for fire ratings of this product.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
certificate of Authorization#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION PL16048-116
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 2 of 6
TRINITY ERD
5.4 TRI-BUILT Roof Undedayments may be used with any prepared roof cover where the product is
specifically referenced within FBC approval documents. If not listed, a request may be made to the
Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the
prepared roof covering.
5.5 Allowable Roof Covers:
TABLE 1: ROOF COVER OPTIONS
Underlayment Asphalt
Shingles
Nail -On Tile
Foam -On Tile
Metal
Wood Shakes
Slate
& Shingles
' Tri-Built Sand-R SA Shingle
Underlayment
Yes
No
No
No
Yes
Yes
Tri-Built S/A HT TU
yes
Underlayment Yes
j
Yes
See 5.5.1
Yes
Yes
Yes
j Tri-Built Smooth HT S/A
Underlayment Yes
No
No
Yes
Yes
Yes
5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations.
TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS1
Adhesive Florida Product Approval
I Underlayments
ICP Adhesives Polysete AH-160 FL6332
Tri-Built S/A HT TU Underlayment
Dow TileBondT" FL22525
Tri-Built S/A HT TU Underlayment
5.6 Allowable Substrates:
5.6.1 Direct -Bond to Deck:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41
primed Southern Yellow Pine; ASTM D41 primed structural concrete.
While not required over plywood, OSB or Southern Yellow Pine substrates, TRI-BUILT Materials Group, LLC
recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note:
TRI-BUILT Materials Group, LLC requires tongue -and -groove board decking be covered with plywood or
OSB prior to installation of the self -adhering underlayment. -
5.6.2 Bond -to -Insulation:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board.
For installation under mechanically attached prepared roof coverings, insulation shall be attached per
minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations
under foam -on tile systems (Tri-Built S/A HT TU Underlayment only), insulation attachment shall be
designed by a qualified design professional and installed based on testing of the insulationfunderlayment
system in accordance with FM 4474, Appendix D orTAS 114, AppendixJ.
' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance.
Exterior Research and Design, LLC Evaluation Report A42960.10.12-R6
CertiTicote ofAuthorizotion N9503 6' EDITION (2017) FB`c NON-HVHZ EVALUATION FL 16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2017
Page 3 of 6
TRINITY ERD
5.6.3 Bond to Mechanically Attached Base Laver:
Tri-Built Sand-R SA Shingle Underlayment, Tri-Built S/A HT TU Underlayment or Tri-Built Smooth HT S/A
Underlayment applied to:
ASTM D226, Type I or 11 felt.
For installations under mechanically attached prepared roof coverings, base layer shall be attached per
- - minimum codified requirements. For installations under foam -on tile systems (Tri-Bulk S/A HT TU
Underlayment only), base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-
12).
5.6.4 Wind Resistance for Underlayment Systems in Foam -On rile Applications: FRSA/TRI April 2012 (04-12)
does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where
the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck
underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile
applications. Maximum Design Pressure is the result of testing for wind load resistance based on
allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety
per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04-12), Appendix A, Table 3A or
FBC 1609 for determination of design wind pressures.
#1 Maximum Design Pressure =-45.0 psf:
Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority
Having Jurisdiction.
Primer: (Optional) ASTM D41 or RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered.
#2 Maximum Design Pressure =-67.5 psf:
Deck: Structural concrete to meet project requirements to satisfaction of Authority Having
Jurisdiction.
Primer: Soprema Elastocol 600c
Underlayment: Tri-Built 5/A HTTU Underlayment, self -adhered.
#3 Maximum Design Pressure=-150.0 osf
Deck: Min. 15/32-inch APA-rated BCX plywood (may be installed C-side up) to meet project
requirements to satisfaction of Authority Having Jurisdiction.
Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit
adhesion. All sheathing fasteners shall be driven flush with the surface. All sharp
splinters and wood projections shall be removed/sanded.
Primer: (Optional) RESISTO EXTERIOR PRIMER
Underlayment: Tri-Built S/A HT TU Underlayment, self -adhered, shall be thoroughly roll using hand
roller and/or weighted roller to ensure there are no voids, and ensure there are no
voids/bridging at side and end -laps.
#4 Maximum Design Pressure =-60.0 psf:
Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority
HavingJurisdiction-
BaseSheet:
Underlayment:
Soprema Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1)
and tin caps (FBC 1517.5.2) spaced 64nch o.c. at the 4-inch laps and 6-inch o.c. in three,
equally spaced rows in the center of the sheet.
Tri-Built S/A HT TU Underlayment, self -adhered.
Exterior Research and Design, I.I.C. Evaluation Report A42960.10.12-R6
Cerffflcote afAuthorkotion s9503 6'EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6:09/25/2017
Page 4 of 6
TPJNITY ERD
5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet
or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A.
Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1
design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an
attachment density designed by a qualified design professional to resist the elevated pressure criteria.
Commonly used methods are ANSI/SPRI WDS, FM Loss Prevention Data Sheet 1-29 and Roofing
Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in
Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements.
5.7 Exposure Limitations:
Tri-Built Sand-R SA Shingle Underlayment or TA -Built Smooth HT 5/A Underlayment shall not be left
exposed for longer than 30-days after installation
Tri-Built S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation.
5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12))-
When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall
be as follows. These slope limitations can only be exceeded by using battens during loading of the roof
tiles.
TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT DECK TILE INSTALLATIONS
Underlayment Tile Profile Staging Method
Maximum
Slope
Flat Max. 10-tile stack 6:12
Lugged Max. 10-tile stack 5:12
Max. 10-tile stack (bottom 2-tile stack
shall be inverted, followed by 8 tiles high 6:12
on slope, as shown below)
tlt
Tri-Built S/A HT TU-
Underlayment
Lugged
Exterior Research and Design, LLC Evaluation Report A42960.10.12-R6
Certificate of Authorization A9503 6" EDITION (20171 FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; [Soo) 516-1485 Revision 6:09/25/2017
Page 5 of 6
R1NJ_ Y ERD
S. INSTALLATION:
6.1 TRI-BUILT Roof Underlayments shall be installed in accordance with TRI-BUILT Materials Group, LLC
published installation requirements subject to the Limitations set forth in section 5 herein and the
specifics noted below.
6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly
to remove any dust and debris priorto application, andprimethe substrate (if applicable).
6.3 Tri-Built Sand-R SA Shingle Underlavment Tri-Built S/A HT TU Underlavment or Tri Built Smooth HT S/A
Underlavment
63.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Table
1507.1.1 for the type of prepared roof covering to be installed.
6.3.2 Non -Tile applications:
While priming is optional, TRI-BUILT Materials Group, LLC recommends priming the deck if the final roof
cover is not slated for installation within 24 hours.
Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3
ft of release film.
Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible.
Once the entire length of membrane is in place, peel -off the release film diagonally while holding the
membrane tight. Firmly roll, broom or hand -press the membrane into place to achieve a bond.
Horizontal seams should be minimum 3-inches, configured to shed water. Vertical seams should be 6-
inches and staggered not less than 2-ft from vertical seams in the course below, sealed in accordance with
TRI-BUILT Materials Group, LLC requirements.
When installing at slopes above 8:12, TRI-BUILT Materials Group, LLC recommends back -nailing in the
overlap area at the top of the sheet at 12-inch o.c.
For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet
over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in
each direction. For valleys, apply the sheet starting at the lowest point and work upward.
6.3.3 Tile Applications (Tri-Built S/A HT TU Underlavment only):
Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the
instructions noted above as a guideline.
For foam -on tile applications, reference is made to Section 5.6.4 herein for wind resistance limitations that
fall outside the scope of FRSA/TRI April 2012 (04-12).
Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the
underlayment. See Table 2 herein, and TRI-BUILT Materials Group, LLC published requirements for tile
staging.
7. BUILDING PERMIT REQUIREMENTS:
As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of
this product.
B. MANUFACTURING PLANTS:
Gulfport, MS
9. QUALITY ASSURANCE ENTITY:
UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com
- END OF EVALUATION REPORT -
Exterior Research and Design, LLC. Evaluation Report A42960.10.12-116
Certificate of Authorization#9503 6r"EDITION (2017)FBC NON-HVHZ EVALUATION FL16048-R6
TRI-BUILT Roof Underlayments; (800) 516-1485 Revision 6: 09/25/2D17
Page 6 of 6