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HomeMy WebLinkAboutPRODUCT EVALUATION REPORTSP
THERMAITRU'
THERMA TRU DOORS
I IS INDUSTRIAL DR.: EDGERTON, OH 43517
TEL.(4TB)a98.174D
3'0" X 618"
"SMOOTH STAR"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
"IMPACT'
GENERALNOTES
I, Thh product has been evaluated and Is In compliance with the 2Dl0 Florida Budding Cade
(FOCI structural requirements excludIng the "Ifgh Velocity Hurricane Zone' JHVHZJ.
2. Product anchors shag be as Wed and spaced as shown on details. Anchorembeciment to
boss material shot be beyond well dressing orstucco.
3. When used In areas requiring wind bome debris protection this product complies with
Section 1609.12 of the FBC and does not require an Impact resistant covering. This
product meets missge level V and excludes Wind Zane 4 as defined in /STM El996.
4. For 2s stud framing construction, anchoring of these units shag be the same as that shown
for 2r buck masonry construction.
5. Site conditions that deviate from the detalk of this drawing require furtherenglneering
anctyshbya BcensedengineerorregisteredamNte t,
TADIE OF CONTENIS
SHEkTI
DESCRIFIION
1
Typical eiMMM, designs pressures 6 general notes
2
DOcrpaneldelcgs
3
Horizontal Doss sections
4
Vedkalcrazoctions
5
Buck and kame anchoring-2X buck masonry construction
6
Frame mschaing- 1X buck masonry construction
7
Ba of Materials& Components
FRAMEWIDTH
36.00' MAX
PANELWIDTH
`• OVERAL4 -,DESIGN PRESSURE (PSF)
SWING "'FRAME -- ''
."„.AIMENSION „_;eq TIVE,NEGATIVE;
INSWING 37.59"x 82.19" +67.0 -67.0
OUTSWING 37.69'x80.69' +67.0
I
axen LFS 3
OMNINO NO.: p
FL-5891.2 0
O
w 7 10
,1
EXTERIOR 46 w @ V ¢
43
44
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OPE NG JAMBS
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CONCRETEANC
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dWancocndcwdwcWcmwiuWYumonfL
Z Ca=sfe at Me toners maybe odftMed tomaInken the min. edge
dirtn tomofftwMftdaonaeto=ctwkcgrommtedW'MAY-ONC64Wmtatba L 28 x
adAnted to mafntcM fhe mh edge dWance to modar)ohft, cdcftnclaonvato anchon dd
maybe mqtdmd fa enwre the WAX ON C&aWcOmernbro are notexcoodad 10
3. CG=atGcmchwtabkV K
27 we 4123108
-AMe. CEW. N. T�.S.
OM M AL
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7 R
5
MASONRY ¢ §
OPENING € d
28 G 8d
TYP. HEAD & ;gy
JAMBS 4 4
0
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6'
a.
MEJAM% ERAMEANCffOEM6 HINGEJAME a
Mmomy I%buctcarsWdbn R
CONCREfEANCHOR NOM' E ¢
1.3uR hdlonofequdmro feonchoafromodffe fAMUffmayha dfxemntedge
dhfance and cenferdafance mge6emenh,
2 Concrete and"Jocatfara at the cameo maybe adNxed to mdntdn the min. edge H 9 w
dhtance to morlorfolnh Rmngete androrlocafbmrwted as MAX ON CENIErmuA be
adAefed to matnfafn the mh edge defaxe to mattar(oMh addSonal concrete anchors 1G 10 —
may berequdedfoemvethe WAX ONCENIET'd(mendamare rwtesceeded. m =
3. Cor=efeanchor fable:
e
an 4 2J gB a
asue N.7:S. 9
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ITEM
DESCRIPTION
MATERGL
A
1%BUCKSG>=055
WOOD
B
2X BUCK SG r-0.55
WOOD
C
MAX. 1/4"SHIM SPACE
W000
D
14'X2.T 4'PRI ELCO OR RW CONCREIESCREW
STEEL
E
MASONRY-5,192 PSI MIN. CONCRETE CONFORMINGTO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASIM C90
CONCRETE
G
3/16'%31/S PRiRW CONCRETE SCREW
51EEL
H
1/S:3.1/S PFHRW CONCRETE SCREW
STEEL
J
IM'%33/4'PEN IIW CONCRETE SCREW
STETS
K
48X2.1 PFH WOOD SCREW
STEEL
L
OlOX2' WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEAR19t4iRiP TRU
FOAM
B
LONG REACH COMPRESSION WEAIHERSIR� 7RU
FOAM
9
4'%4HPIGE JNTIHK. ERMM
STEEL
10
O10X3/4'PRi WOOD SCREW [HINGETO FRAM
STEEL
17
KWACSETSIGNATURE S9t�5 PASSAGE LOCK
SRC
18
LOW PROFILE OUTSWING BUMP FACE THRESHOLD ERMA-TRU J150'WALL AL
ALUM./WOOD
19
HEADER JAMB 4.65SX129'iHERMMTRU,PM
WOOD
�
SIDE JAMB 4.656' % I.9SIHBLNA-IRU, PINE)
WOOD
21
KWIKSEf51GNATURE5ERU3 80 DEADBOLT
51Ea
27
LATCH STRIKE PLATE
STEEL
28
OEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
SHFADJUSTING INSWPIG SADDLE THRESHOLD .4.4 WALSS L AL-.OPO°WALL VMYL
ALUM.COMP,
40
FIBERGLASS DOOR PAN9.•SMOOTH STAR
41
7HHtDOOR
MORTRU 557F1 151RET1GIH W (AUNB� =4J700 MI
SMC
42
TOP RAIL
COMPOSITE
43
LATCH STRE
LVL WOOD
/4
HMGE511LE
WOOD
45
BOTTOM RAIL
COMPOSITE
46
POLYURERNNE FOAM CORE -BASF 1.9 LB5. DENSITY
FOAM
47
LOCK BLOCK REITIFORCEMENT
W000
g
�— '
--,ssy $ I �
296' nC $E
19 29
LI-�° -1 1
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N.T.S. °e
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FL-5B91.2 n
oar 7 w 7 4
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building industry
C P.O.Box 230 Vdrim, FL 33395 Phone813.659.9197
Florida Bond of Pmienional Fnpnem Ceni6®le ofAuthodmtion No.9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Themra Tro Corporation
"Smooth Star", "Fiber Classk'
Exterior
Exterior Door
118 Industrial Drive
"Classic CmW&"Classic Craft Rustic'
Doors
Assemblies
Edgerton, OH 43517
Glazed Fiberglass Single Door
Phone 419.2SIL1740
Inswing IOutswin "im eel"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Thenna Tm
Corporation based on Rule Chapter No. 9N3, Method 11) of the State of Florida Product Approval, Department of Business
& Professional Regulation.
RW Budding Consultants and Lyndon F. Schmidt, P.E. do not have norwill 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.
Umlfations:
1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Hurricane Zone" (HVHZ).
2. Product anchons shall be as listed and spaced as shown on detai s. Anchor embedment to base material shall be beyond wall dressing
orstucco.
3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC 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
Section 1609.1.2.4 of the FBC.
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-7630.1
registered architect
6. See drawing FL-7630.1 for size and design pressure limitations.
Supporting Documents:
1. test Report No.
TEL 06-0831-1
2. Miami Dade NOA
08-0206.01
3. Drawing No.
No. FL-7630.1
4. Calculations
Anchoring
Test Standard
ANSVAAMA/NW WDA 1011LS2fA440-05
ASTM E1996/1886-02
Materials Testing
Safiex HP Glass Intedayer
Prepared by
RW Building Consultants, Inc. (CA#9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
3 ►bet-
©X 8 c aS91c,
Testing Evaluation Lab.,inc. Wendell W. Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
or
5. Quafriv Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Thenna Tru
Corporation is'manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and �,�
Guide 53.
PF 1007 Sheet 1 of 1
Lyndon F. Schmidt. P.E.
FL PE No. 43409
6212012
THERMA11RU 40
THERMA TRU DOORS
1 1 6 INDUSTRIAL DR., EDGERTON, OH 4351 7
TEL. (419)295-1740
"SMOOTH STAR", "FIBER CLASSIC",
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS SINGLE DOOR
INSWING J OUTSWING
"IMPACT'
GENG AL NOTES
1. This product has been evaluated and is in compliance with the 2010 Flodda Bsnlding_Code (FBC)
shuctwd requirements exclL dng the"lUgh Velocity FMsicone Zone (HVHZI,
2. Pmduct anchors shol be as fisted and spaced as shown on details Allctrorembedmerd to base
material shch be beyond wag dressing orstucco.
3. When used In areas requiring wind home debrispmtection this product complies with Section
16M.12of the FBC and does not requhe an ImpactresBtant covering.Thts product meets missile
level MP and Includes Wind Zone 4as dented In ASTM E 1996 and Section 16M.12A of the FBC,
4. For2x stud framing cordtrudlon, anchoring of these units shop be thesome as that shown for 2x
buck masonryconstnx8on,
5. Site conditions that deviate from thedetads of this drawing requke further engineering analysis by
a licereed engineer awghtered arWfecL
7ASIECFCCMENIS
SK&Ta
DESCRI WN
I
Typical eleyagons, dosign & general notes
2
Smaom SlRdoorpanel8glcrksgdefdb
3
f8xr(7asic door egiaring deloss
4
DassICD00(CJASdCDdlIMllc dop panel.& gluts dorMts
S
HMmntdaossecUas
6
Vergcd arms sections
7
Buakond frame
anchoring- 2Xbuck masoruycansldlclbn
8
Esameanchaing-mbucRmoscmyconshucHon
9
Componanh
10
BDo1MdeMa
36.WMA)L
PANEL WIDTH
'SMOOTH S1AX,'EBER CLASSIC
"CLASSIC CBArr &'CLASSIC CRAFT RUSTIC
"MIN-
�
1)ESIGNPBESSOR�(�PSF)s
?!S NAP
INSWING�p,�sOVERdI��
37.75'x98.0T
21.W178.7S"
+50.0 -50.0
OUTSWING
37.75'x96.75"
21.00'x78.75'
+50.0 .50.0
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QHORIZOMAL CROSS SECTION
3
CELLULAR I
GLASS
811E f CTNK
GIATAPE ZING I GLASS
TAPE
IXTEMPERED
DRTERIOR GLASS
AIRSPACE
5/37ANNEALED
I GLASS
.W°' PVB INIERLAYER
INTERIOR [BY SOLUT1Ai
DOW 995 2 I/B'ANNEALED
OR GLASS
SIKA 552 3 SWIGGIE GLAZING
SPACER
GI
—�I 1.21' 4.11'
-�I�rccc�l -w—I °a''—�
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51 NINGE A UfCN
DRERIOR
INTERIOR
(I VERTICAL CROSSSECRRON
FL-78J0.1
n S a in
6 6
50 60 INTERIOR 17 G E a
B
5 X 5 .. gga
17 5 7
E%1ERIOR 0 •�•v
i
E 20 m
6 6 8 C A E ID =Ys
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'••'v • C 50 60 %31 HORIZONTAL CROSS SECTION INTERIOR 17 4
:• �:. 9
10 40 5 s w/fxwbbu7x SO 60 27 • v •• 'm
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IN19210R .
v
o
0
7 EXTERIOR .•.,. • •. .
7
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s 20 - a
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ea'(IYP� ECROSSSECIION �1NORQOMAl CROSS SECTION I-I/rm'OucMvg also appaveB 5 hswPgshowa-OustwM9 soopp� FMB. IrrP•
eon+ w as awwao a �.w/[
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MASC
Ope
SEE HINGE
SUCK ANCHOENG ffINGEJ"l DErAIL
CONCREIEANCHOR NOTES.
1. SubstM&mofewcdcmmteanchwtmmad'tffemntwpplermayho diffemntedge
distance and mmterdstancerequirements.
2 Concrete onchorlocaffom of the cameo maybe ccfustad to mahtcln the m1n. edge
distance lomaWlaInts. llconmte anchorlocattm notados MAX. ON cenwmmi be
adfwfedfo molntdn themk). edge crhfunce to mortarlotnts. odcationcdco=ate anchors
nmybomqL&ud to eraure the MAX ON CENIFR`c&wnsPaw are not exceeded
3. Concefeanchor tabhn
wow
FTW
Elco
2X � — & JAMBS
—
BUCK
40
MASONRY
OPENING
\ ]I— (P,. SILL
EA
22 gd!X buckMlnecibn
HINGEDEWL
SMUJAMS
Ho
u M AL I i
LATCH A DEADOOLTOETAIL FL-7630.1
— I— -L w-M
F
T
TYP. READ
& JAMBS gp
Ix
BUCK 28 .4
!2
MASONRY27
LATCH& DEADBOLTWAIL
OPENING
IF TYP. SILL It
SEE NINGE
DETAIL
HINGEJAAUI
SMKFJAMB
vs
CONCRETEANCHOR 9
1. Subsffftdion of equal con=to onctm ham 0 diflefUnt RPpgw maYhova different edge 10
chiance and confordIstancemqukemerifs. 10
2. CDncmte awhorlocall" at the comers maybe acyusted to mainfoln the min. edge
oblance to morfarldnis. Itw=B10 0nchvbCathW Wed as MAX ON CENTER"MUStbe
cdJustedtomaIntaLn the m1n. edge clisfame lomortarjobts, addiflandcowmte anchors 10
maybe mqulmd to amwe ffie"MAK. ON CENTERcalm nylons cm not exceeded
3. Cb=et9cnchoftab4e:- -0
-A 5120108 .... ....... .... . .. ...
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BILLOFMATERIALS
ITEM
A
DESCRIPTION
IXBUCKSGr OES
MATERIAL
WOOD
ITEMI
40
DESCRIPTION
FIBERGLASS DOOR PANE. -SMOOTH STAR
MATERIAL
_
" :gRR
n
B
C
D
2X BUCK SG> 0.55
MAX,1/4'SWMSPACE
14 X ZW PFH ELCO OR IIW CONCRETESCRE4
WOOD
WOOD
STET
41
42
43
FIBERGLASSSMC3 ON 0mrTHICKNESS
TOP RAIL
LATCH STILE
SMC
COMPOSITE
WOOD/LVL
� � i
�P6 I
p pp
E
F
G
MASONRY-3,192 PSI MN. CONCRETECONFORMNGTO ACT
OR HOLLOW BLOCK CONFORMING TO ASTM CPO
I/4' X 1-31r PFH ITW CONCRETE SCREW
3/16'X3.1/4"PFHfIWCONCRErESCREW
CONCRETE
SIM
STEEL
44
HINGE SATE
WOOD301
F[all
li
45
46
50
BOTTOM RAIL
POLYURETHANE FOAM CORE• BASF I.9 LBS. DENSITY
FIBERGLASS DOOR PANEL • FIBER CLASSIC
FOMµPQSjItE
H
I
J
K
I/4'x 3-14 FFH FIW CONCRETE SCREW
IIfX 2.14' PFH ITV CONCRETE SCREW
I/4X 4 PFH FIWCONCREfESCREW
88X2-I PRL WOOD SCREW
STEEL
SI®.
Sm
SHE.
31
52
53
54
FIBERGLASS SMCSKN MIN ODWTHCKNESS
TOP BAIL
LATCH SLUE
HNGEMIE
SMC
COMPOSITE
WOODILVL
WOOD
L
1
2
3
4
7
8
9
010 X 2-11T PFH WOODSCREW
INTWOR IFE FRAME
IMERIORl11E FRAME
HTE FRAMETRIM
010X I-Iff PFN SCREW
MEDIUM REACH COMPRESSION WEATHERSTRIP fIHERMA-RUI
LONG REACH COMPRESSION WEATHER-MV WSW.ATRUI
4'X4'HINGE JN7'1FLK ERMI1-
STEEL
ALUMINUM
ALUMINUM
PVC
STEEL
FOAM
FOAM
SI!$
55
56
60
61
62
63
64
65
BOROMRAIT.
POLYUREIHANEFOAML�- IULSF 13 LB5. DENSITY
FBI ERGIAiS b00R PANE.•QA451C CRAFT NLCLASSIC CRAFT RUSTIC
FIBERGLASS SMCSKIN MPIOD9U'iLBCKN6S
TOPRAIL
LATCH SITE
HINGESME
BOTTOM RAIL
COMPOSITE
FOAM
SMC
COMPOSITE
WOOD/WL
WOOD
COMPOSITE
i
10
17
YIO X3/4 PFH WOOD SCREW HINGE TO FRAMEI
PASSAGE LOCK• KWRSETSIGNATURE SERIES
Sf83
STEEL I
66
POLYURETHANE FOAM CORE- BASF 1.91BS. DENSITY
FOAM
B
18
THRESHOLDOUISWING
ALUM./WOOD
19
HEADER JAMB 4JS6'X121^iHERMMTRU, PINE) SG>=0.42
WOOD
G1
I
20
SIDE JAMB 4.65BX 127 THERMA-IRUI SOxBA2
WOOD
21
27
DEADBOLT- KWIRETSIGNAHIRESERIES
LATCHSTIBKEPLATE
STEEL
STFa
B.
2B DFADBOLT PLATE
32
DOOR BOTTOM SWEEP
PVC
33
INSWING THRESHOLD
Aw COMP.
34
INSWING THRESHOLD CS ADJUSTABLE
AWMJCOMP.INSWNGYHRESHOUDADJUSTAME
S3
36
INSWING THWESHOLD ADJUSTABLE
ALU MP,
e
37
36
INSWING THRESHOLDSEF ADJUSTABLE
INSWINGTHRESHOLDN/PERULL
AWMJCOMP.
Aw COMP.
t?
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FL-7MI u
a¢T 10 PJ,Q D
R W R W Building Consultants, Inc.
B Consulting 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 ofAulhoriration No.9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Swinging
Therms Tm Corporation
"Smooth Star', "Fiber Classic"
Exterior
Door
118 Industrial Drive
"Classic Craft' & "Classic Craft Rustic"
Doors
Assemblies
Edgerton, OH 43617
Glazed Fiberglass Door
Phone 419.298.1740
Inswing IOutswin "Impact'
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Thenna Tru
Corporation based on Rule Chapter No. 9N3, Method 1 D 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 distnbuting 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 2010 Florida 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
orstucco.
3. When used in areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC 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
Section 1609.1.2.4 of the FBC.
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-7640.4 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-7640.4 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 06-0718-1
2. Miami Dade NOA
08-0206.01
3. Drawing No.
No. FL-7640.4
Test Standard
ANSVAAMA/NW WDA 101A.8.2/A440-05
ASTM E1996/1886-02
Materials Testing
Saflex HP Glass Interlayer
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
4. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E,
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tm
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
PF 1078 Sheet 1 of 1
Lyndon F. Schmidt, P.E.
FL PE No. 43409
8121/2012
THERMANTRU ID
THERMA TRU DOORS
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7
TEL. (419)298-1740
"SMOOTH STAR"; "FIBER CLASSIC;
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC'
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
Rtmii Pr
GENERAL NOTES
1. This product has been evaluated and bin compliance with the 2010 Florida Balding Code (FBq
structural requirements excluding iheMgh Velocity Humcane Zone' (HVHif.
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base
material shot be beyond well dressing or stucco.
3. When used In areas requiting wind bane debris protection this product compiles with Section
1609.12 of the FBC and does not require an impact resistant covering. This product meets hill
level "W and Includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.12.4 of the FBC.
4. For 2r stud framing construction, anchoring of these units shall be the same as that shown for2x
buck masonry construction.
5. Site condfiom that deviate from the details of this drawing require further engineering analysis by
lcensed engineer or registered architect.
TABLE OF CONIFHM
SHEErf
DESCRIPTION
I
lypicol elevations, tle n ssures 8 general notes
2
SmooBl Sfadoorpanel8 glossing details
3
FiberClaoic door panel BgWLng details
4
Classic Cmft/Classic Craft Rustic door panel &glamg details
5
Hodzomal cross sections
6
Vertical cross sections
7
Buckanchcring
8
Flame anchoring- 2X buckmaonry construction
9
Fmme
anchoring - lx buckmasorvy construction
10
BIBaf
Matecis6Componems
36.00'MA1L
PANEL WIDTH
/
X
-SMOOTH STAR', -FIBER CLASSIC -
'CLASSIC CRAFT" 8 "CLASSIC CRAFT RUSTIC"
OVERALL
;OVERALL -
DESIGN PRESSURE.(PSFj
SWING
FRAME
=D,LO
'
M ,Fs lr
VDIMENSION.
„DIMENSION.;
P031fNE NEGATNEa
INSWING
74.50"x82.OI1"
21.00"x63.25'
+47.0
"53.0
OUTSWING
74.50"x80.67'
21.00"x6326'
+50.0
-50.0
FL-7640.4
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GLASS
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5/32'ANNEALEI EXTERIOR INTERIOR .moo
GLASS
aortic Oo08 .090" PVB INTERLAYER i m
amoc aoH Rusfic (BY SOLUTIAI G7
INTERIOR
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ALTERNATE CORE MATERIAL'PONDEROSA,
RADL
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FINE, DOUGLAS OR
TAEDA OR,CEDA SUGAR �, ¢i; AL m'
PINE, OOUGIAS OR WHITE FIR, CEDAR, INCENSE IAKX S1YlE
63 OOORTOP RAII DOOR BTM. RAIL qy LFS ;
CEDAR OR REDWOOD. di 65
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FL-7640.4 °o
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REVISIONS
4.0'
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IYP. HEAD
ASTRAGAL
y
9
MASONRY 6JAM B5SHOWN
OPENING
FOR
I REFERENCEd
55� qq
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a
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BUCXANCHORMG
o
n
CONCREIEANCHORNOIFS:
I. Substitution of equal conrlefe anchors from a differentsuppfermayhove different edge
distance and center distance requirements.
k
3
2. Concrete anchor locaflons at the corners may be adjusted to maintain the min. edge
"MAX.
g
°z
distance to modnrjolnts. If concrete enchorlocations noted as ON CENTER" must be
`r
adjusted to maintain the min. edge dutance to modarjolnls additional concrete anchors
may be required to ensure the 7AAX. ON CENTER'dlmensions are not exceeded.
3. Concrete anchor fable:
'
u
o
ANCHOR
o '
z u°
oar: 4 22 08
sv t N.T.S. °
ura. W. AL 6trot
en. LFS 3
°swsty° su: e
FL-7640.4 0
TYPE
ANGIIORMIN.CAEpRANCEiP
SIZE �>
EMBEOMEN[
MASONRYEGGE
�MIN.ClEAR9VGEiP;
:AOZACENiA�NGKQR.:';
ITy/
1/4'
1-1/4"
2-1/Y
T
ELCO
1/4'
1.1/P
1"
4"
ggg6
3. 461
L SEE
DETAIL t
MASONRY ttP. HEAD' €, d $ 8
OPENING _ 8 JAMBS
FRAME P �0 1 LATCH A DEADeOLT DEUII
2K BUCK ttP. SILL o
¢�3
SEE
DETAIL ao
9
6- to
70
0
HINGEJAMR FRAMEMCHORMG ASTRAGAL
Masonry 2X buck comtluctlan
K 97 L HINGE DETAIL
i
• • • c o
n
Os �
CONCRETEANCHOR NOTES: DETAIL I $ u
I. Substitution of equal concrete anchors from a different suppllermayhove different edge n `
distance and centerdistance requirements.
2. Concrete anchortocotions at the comers may be adjusted to maintain the min. edge C a
distance to modarjoints. It concrete anchor locations noted as'MAX. ON CENTER" must be
adjusted to maintain the min. edge distance to madarjolnts, additional concrete anchors m o 0
may be reqused to ensure the MAX. ON CENMr dimensions ore not exceeded.
* Concrete anchor table: • • • wm 4 22 08 i
stun N.T.S. °
s
en A
m
P ASTRAGAL ax. er. S
DETAU2 BOLT HOLE DETAIL ASTRAGAL sxuwmo xo.:
OutsvAng Inswing BOLT HOLE FL-7640.4 c
aw
— o
AN'WORM
JYYE €
ANCHt1RMIN,
SNE
EA4EEOMEM;::;
CLRARA)MCE JR
MASgNRY:ED6E
A!I(J. CLFs1RkNGE 7q
ADlAC'ENTANCHOt[:
N
MASONRY
OPENING
5.
Ix
HINGEJAME
J SEE
DETAIL I _
- nP. HEAD 8 -
JAMBS
F =nP, SILL
SEE
DETAIL 2
d'
FRAMEANCHORING
Masonry IX buck construction
CONCREfEANCHOR NOTES:
1. SubstiWRon o/equal concrete anchors from a differentsuppRermay have dHerent edge
distance and centerdlsfance requiremenk
2. Concrete anchorlocatlons at the comers maybe adjusted to maintain the min. edge
distance fo morfarJainh. If concrete onchorlocnHons noted as MAX. ON CENTER"must be
adjusted to maintain the min. edge distance to modarjaints, additional concrete anchors
may be required to ensure the MAX. ON CENIER'dimemions are not exceeded.
3. Concrete anchor table:
ANGNdtt
TMP� =
ANCHOR
51;E
;: HILN.
EMBEDMEM
M1N. C[FARANCE iO
:: MASONRYtEDGE
MINCIFARANCE;TOi
ADJACETLiRNGNOR.i
.................
iTW
1/4"
1-1/4'
2.1/2'
3"
GPI
3/id"
1.1/4'
2.5/8"
1.1/4-
ASTRAGAL
g '07 J
o•
DETAIL 1
F ASTRAGAL
DETAILS BOLT HOLE
OutsWng
LATCH A DEADCOLTDETAIL
HINGE DETAIL
GAL
Inswing BOLT HOLE
FL-7640.4
10_
BILLOF MATERIALS
d
ITEM
DESCRIPTION
MATERIAL
REM
DESCRIPTION
MATERIAL
n
A
IXBUCKSG>=0.55
WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
B
2X BUC SG>=.55
OOFIBERGLASS
CSKIN MIN 0.065"THICKNESS
SMC
C
MAX. 1/4"SHIM SPACE
WOOD
42
TOP RAIL
COMPOSITE
W
D
14''X2-31A' PFH ELCO OR ITW CONCRETE SCREW
STEEL
LATCH STILE
WOOD
�c
HIS
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
44
HINGESTILE
WOOD
>
` !
BOTTOM L
WOOD
F
I/4"X 13/4' PFH ITW CONCRETE SCREW
STEEL
46
POLYUREIHANE FOAM CORE -BASF 13 LBS. DENSITY
FOAM
G
3/16'X3-1/4' PFH ITW CONCRETE SCREW
STEEL
LOCK BLOCK REINFORCEMENT
WOOD
Evav�
H
1/4"x3-1/4" PFH ITW CONCRETE SCREW
STEEL
50
FIBERGLASS DOOR PANEL -FIBER CLASSIC
-
a��
I
1/4'X2-1/4"PFH ITW CONCRETE SCREW
STEEL
51
FIBERGLASS SMC SKIN M ICKNESS
SMC
82
J
1/4"X33/4"PFH ITW CONCRETE SCREW
STEEL
52
TOP RAIL
COMPOSTIE
N
K
#8 X2-1/2'PFH WOOD SCREW
STEEL
53
LATCHWOOD
�+�
L
#10X2-1/7 PFH WOOD SCREW
STEEL
HINGESTILE
WOOD
888
I
EXTERIOR LITE FRAME
ALUMINUM
55
BOTTOM RAIL
COMPOSITE
2
INTERIOR LITE FRAME
ALUMINUM
REMANE FOAM CORE -BASF 1.9 LBS. DENSITY
FOAM
3
LTIE FRAME TRIM
PVC
57
LOCK BLOCK REINFORCEMENT
WOOD
+x
4
R10X 1-1/7 PPH SCREW
STEEL
FIBERGLASS DOOR PANEL -CLASSIC CRAFT &C
IC CRAFTRUSTIC
-
�3^
7
MEDIUM REACH COMPRESSION WEATHER-STRIP ERMA-TRU
FOAM
FIBERGLASSMC SKIN MIN OMU I iHICKNEM
SMC
B
LONG REACH COMPRESSION WEATHER-STRIP ERMA-TRU
FOAM
62
TOP RAIL
COMPOSITE'
Y'
9
4"X 4"HINGE.097'THK. (rHERMA-TRUI
STEEL
TILE
WOOD
10
#10X3/4" PFH WOOD SCREW HINGE TO FRAM
STEEL
64
HINGESTILE
WOOD
iERq
12
#10 X 2'PFH WOOD SCREW
STEEL
BOTTOM RAIL
COMPOSITE
m
17
PASSAGE LOCK- KWIKSET SIGNATURE SERIES
STEEL
66
PO URETHANE FOAM CORE - BASF 1.9 UBS. DENSITY
FOAM
o
IS
THRESHOLD OUTSWING HERMA-TRU
ALUM./WOOD
ALUMINUM ASTRAG 0 TS (THERMA-R
ALUMINUM
&
19
HEADER JAMB 4.656" X 1.25'THERMA-TRU, PINE SG>=0.42
WOOD
AS TRIKEP T
STL3:L
20
21
27
32
33
SIDE JAMB 4.656" X 1.2S' THERMA-TRU SG>=0.42
DEADBOLT- KWIKSETSIGNATURE SERIES 780
LATCH STRIKE PLATE
DEADBOLT PLATE
OR BOTTOM SWEEP
INS WING THRESHOLD HERMA-TRU
533
IiM1eSlN
WOOD
STEEL
STEEL
ITEEL
PVC
ALUM.VC
456T N
o
TB hehaltlG
6,
j �j I--0554"
J�—
�� UTE RAME
S Tfm
0.126-
o
OA63"
I
1.I
96 GAL
IA2 131W ^
"
�)
7
EXT LIIE I I. UTE
1 Rane R Fmne
4563','�
I
e �2359'—�{�
HEADA D'
19 20 Jamb
N
H
a
o
—
nTc422 OB
s'u' N.T.S.
m: AL
cwc ar: LFS
owrm xov
FL-7640.4
s 10 or 10
ifI
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C PA Box 230 Vdrim. FL 33595 Phonc813.659.9197 j
Florida Bond of Professional Engineers Certificate ofAutharization No.9813
Product
Subcategory
Manufacturer
ProductNamo
Category
TMnnaTru Corporation
-Smooth Star-,'FfberClassic-
Ext_
gfrig
Exterior Door
11a1ndusnhl Drlva
"Classic Cralf"&"Claufe Craft Florida"
Doors
Dom
Assamb0as
Edgorton, OH 43917
Wearied FTMrglass Door
Phone 419398.1740
InswIngloutarwhanolimpacr
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc, and Lyndon F. SchadilL P.E. for Therma Tru
Corporation based on Rule Chapter No. 9N-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 end Is in compliance with the 2010 Florida Building Code (FEC) 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 shalt be beyond wall dressing
or stucco.
3. When used In areas requiring wind bome debris protection this product compiles with Section 1609.12 of the FSC and does not
require an Impact resistant covering. This product meets missile level TO and includes Wind Zone 4 as defined In ASTM El996 and
Section 1609.1.2.4 of the FBC.
4. For 2x stud framing construction, anchoring of these units shalt be the same as that shown for 2x buck masonry construction.
5. site conditions that deviate from the details of drawing FL-7640.1 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FL-7640.1 for eke and design -pressure limitations.
Supporting Documents:
1. Teat Report No.
TEL 08-0716-1
2. Miami Dade NOA
08-0206.01
3. Drawing No.
No. FL-7640.1
4. Calculations
Anchoring
Test Standard
ANSIIAAMAftNMDA 1011I.S.21A440-05
ASTM ElMI1886.02
Materials Testing
Safiex HP Glass Intedayer
Promarad by
RW Building Consultants, Inc. (CA 99813)
Priaparod by
RW Building Consultant, Inc. (CA 99813)
Testing Laboratory Signed 6v
Testing Evaluation Lab.,ine, Wendell W. Haney, P.E.
Sinned & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Seated by
Lyndon F. Schmidt, P.E.
S. Quality Asaumaeo
Certificate of participation issued by National Accreditation and Management Institute, certifying that Thamma Tru
Corporation is manufacturing product within a quardy assurance program that complies with ISOAEC 17020 and Guide 53. 1. L�- ( y�
sz—
PF 1078 Sheet I of 1
Lyndon F. Schmidt, P.E.
FL PE No.43409
W112012
111,14 N A,
THERZviA TPFU D00FZ8
I IS INCLISTMAf. DR., EDGEHTON: OH 43517
TEL. f4191296-174D
"SMOOTH STAR "FIRER CLASSIC".
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC"
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
"IMPACT
1. Thb product has bemn akcted DidishComplarcDwifh the 2010 RWch BLddmg Cade Rq
*UCIWdreq*wnefds ex*&rg me1G0h VdocilyMmicaN ZonegMsia.
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R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valrim, FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Ccrtiliale ofAu hadenion No.9813
Product
Category
Sub Category
Manufacturer
Product Name
Therms Tm Corporation
'Smooth Star", "Fiber Classic'
ExterioSwinging
Exterior Door
118 Industrial Drive
"Classic Craft" & "Classic Craft Rustic"
Doors
Doors
Assemblies
Edgerton, ON 43617
Glazed Fiberglass Door
Phone 419.298.1740
Inswing IOutswin "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Thenna Tm
Corporation based on Rule Chapter No. 9N3, Method I 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 2010 Florida 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 bome debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. Thisproduct meets missile level "D" and Includes Wind Zone 4 as defined in ASTM E1996 and
Section 1609.1.2.4 of the FBC.
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-7640.1 require further engineering analysis by a licensed engineer or
registered archkect
6. See drawing FL-7640.1 for size and designpressurelimitations.
Supporting Documents:
1. Test Report No.
TEL 06-0718-1
2. Miami Dade NOA
08-0206.01
3. Drawing No.
No. FL-7640.1
4. Calculations
Anchoring
Test Standard
ANSVAAMAINW WDA 101/I.S.2/A440-05
ASTM E1996/1886-02
Materials Testing
SaBex HP Glass Intedayer
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying that Therma Tm
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53. - 1k.11 l.. yL-
Lyndon F. Schmidt, P.E.
FL PE No. 43409
6212012
PF 1078 Sheet 1 of
THERMAITRU .
THERMA TRU DOORS
11 S INDUSTRIAL DR., EDGERTON, OH 43517
TEL. 14 1 9.129 B-1 740
"SMOOTH STAR"; "FIBER CLASSIC';
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC'
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
'7MPAcr
GENERAL NOTES
1. This product has been evaluated and Is In compliance with the 2010 Florida Building Code. (FBC)
structural requirements excluding the "High Velocity Hurricane Zone (HVHZ).
2 Product anchoasha5 be as Fisted and spaced asshownondeta9s.Anchorembedmerdto base
material shall be beyond waft dressing or stucco.
3. When used In oreas requiring wind borne debris protection INS product complies with Section
1609.1.2 of the FBC and does not require an impact resistant covedng.Thls product meet$ missile
level "D-and Includes Wind Zone 4 as defined in /STM E 1996 and Section 1609.1.2d of the FBC.
4. For2xstud framing construction, anchoring of these units sholl be the some as that shown far2x
buck masonry construction.
5. Site condi8om that deviate from the details of this dravAng require ludher engineering analysis by
a licensed engineer or registered architect.
TABIBOFCOMENIS
SHET:T#
DESCRIPTION
1
Typical elevotlore, desi9r prBSR1re66 general notes
2
Smooth Stordarparrel8gl®ng tletaRs
3
Fiber GlassktloorparlRl6glarkg dela8
4
oassic CraO)GasskCaIf Rusfic doorpanel 6 glaring detdb
5
Harlmntal crossredlom -
6
Vedicalcroasectiom
7
Buck andtrarne anchartrlg-2X buck maarvy construction
8
Tranre ar¢haing- Ixbuccmmonrymnstruciton
9
BB of Materials 6 Components
36W MAX
i
/
V
"SMOOTH STAR'. "FIBER CLASSIC
"CLASSIC CRAFT' 6 "CLASSIC CRAFT RUSTIC"
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OPENING RY &JAMBS
FRAME
E41
SUCK ANCHORING HINGEJAEIS FRAMEANCHORING SMXEJAMS
Mosorvy 7X buck comhuation
CONCRETE ANCHOR NOTES:
1. Substitution of equal convete anchors from a different suppilermay have c fffmnt edge
distance and center cbtance requirements.
2 Concrete anchorlocaHore at the comers may be adjusted to maintain the min. edge
distance to mcrtorlofnts. if concrete anchmlornHons noted as MAIL ON CENTWmusf be 9
adjusted to maintain the min. edge distance to modarjoints, adaiNonciconcrete anchors
maybe required to ensure the'MAK. ON CEMER'dimemlom ore not "ceaded. 10
3. Concrete anchortable: !,--\4
AA[f�IbR
lJNCtfdk
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M
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HINGEJAMS
FRAMEANCHORING STRIKEJAMB o
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CONCRETEAN CHORNOTES'
1. SubstiWon or equal
mnmfo Onohoa from a dlllwunttuppgermay have crifferent edge
crufance and center date requirement.
2 Concrete ancharlocations of the amen; maybe c4usted to maintain the mh edge
distance to mortarjoints. lfconmte onchorlocations noted as mAx. ON CEWER'Mwtbe
ccVusted to moinfoln the mh edge distance to moftwjofn?L actaffionalconcreto anchors
may be mquh0d to Gn=Q the MAX. ON WilMd7monsform me not exceeded,
3. Concrete anchor table:
z
.49.50 . j, C . 08
HINGEDETAIL scup M� N.T.S.
rem en AL
114"as en LFS t
3/16. 1 0
sir or 9
ANCNOIt
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BILLOFMATERIAIS
ITEM
DESCRIPTION
MATERIAL
REM
DESCRIPTION
MATERIAL
'I
A
1XBUCKSG>=0.55
WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
-
C
B
2X BUCK SG>=0.55
WOOD
41-
FIBERGLASS SMC SKIN MIN 0.06STHICKNESS
SMC
j�I
C
MAX. 1/4"SHIM SPACE
WOOD
42
TOP RAIL
COMPOSITE
D
14"X2-34" PFH ELCO OR IIW CONCREIESCREW
STEEL
43
LATCH STILE
WOOD
g 4
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TOACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
44
HINGE STILE
WOOD
>^ 8
45
BOTTOM RAIL
WOOD
F
1/4" X I-3/4' PFH ITW CONCRETE SCREW
STEEL
46
POLYURETHANE FOAM CORE -BASF 1.9 UBS. DENSITY
FOAM
f s
G
3/)6°%&1(4"PFH ITW CONCRETESCREW
STEEL
47
LOCK BLOCK REINFORCEMENT
WOOD1Y6
yyy
H
14"X31/4°PFH IIWCONCRETESCREW
Sm
50
FIBERGLASS DOOR PANEL -FIBER CLASSIC
I
1/4"X2-1/4' PIN RW CONCRETE SCREW
STEEL
51
FIBERGLASS SMC SKIN MIN 0.065"THICKNESS
SMC
g F�
J
I 1/4'X3-3/4' PIN ITV CONCRETE SCREW
STEEL
52
1 TOP RAIL
COMPOSRE
K 1
R8X2.1/2'PFH WOOD SCREW
STEEL
53
LATCH STILE
WOOD
L
010X 2-1 PFH WOOD SCREW -
54
HINGE STILE
WOOD
8@B
1
L7(TERIOR LIFE FRAME
ALUMINUM
55
BOTTOM RAIL
COMPOSITE
2
INTERIOR LIFE FRAME
ALUMINUM
56
POLYURETHANE FOAM CORE- BASF 1.9 UBS. DENSITY
FOAM
z
3
LRE FRAME TRIM
PVC
57
LOCK BLOCK REINFORCEMENT
WOOD
4
010 X 1-1/2' PR1 SCREW
STEEL
60
FIBERGLASS DOOR PANEL- CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
7
MEDIUM REACH COMPRESSION WEATHER-STRIP RHERMA-TRUI
FOAM
61
FIBERGLASS SMC SKIN MIN 0.090"THICKNESS
SMC
q
B
LONG REACH COMPRESSION WEATHER-STRIP (THERMA-TRUI
FOAM
62
TOP RAIL
I COMPOSITEFr
9
4'
4'XHINGE.097'THK. ERMA-TRU
STEEL
63
LATCH STILE
WOOD
oa
10
010X3/4" PIN WOOD SCREW IHINGE TO FRAMEI
STEEL
64
HINGE SOLE
WOOD
17
PASSAGE LOCK- KWIKSET SIGNATURE SERIES
STEEL
65
BOTTOM RAIL
COMPOSITE
qqq
1S
THRESHOLD OUTSWING ERMA-TRU
ALUMJWOOD
66
1 POLYURETHANE FOAM CORE- BASF 1.9 UBS. DENSITY -
FOAM
19
20
21
27
28
32
33
HEADER JAMB 4.656'X 1.25- THERMA-TRU, PIN SG�0.42
SIDE JAMB 4.656"X 1,25".THERMA-TRU SG>=0.42
DEADBOLT- KWIKSET SIGNATURE SERIES (7801
LATCH STRIKE PLATE
DEADBOLT PLATE
DOOR BOTTOM SWEEP
INSWING THRESHOLD
�SJLT� -
Yt`�. '•,!?`rrY zr<'!';w^�-.L`
r
22 tivmnye
WOOD
WOOD
STEEL
STEEL
STEEL
PVC p,
ALUM.COMP.
I+OSSC
S 9 FRAMI
I
I^-4A63' �i tv
IB OM 0
1.42" F— �-I 131e'
,
0i
�
I 1 lad 2 LWJ 1
�I—4563'��
d I�-2357—'i I�
19 20 04 10E
N
Q
o
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0
uro 4 21 O8
wic N.T.S.
rnm m AL
LFS
FL-7640.1
9 or 9
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 Valdw, FL 33595 Phone 813.659.9197
Florida Board ofPmfesional Fngnecrs Certificate ofAuihorintion No.9813
Product
Category
Sub Category
Manufacturer
Product Name
Thermo Tru Corporation
"Smooth Star", "Fiber Classic'
Exterior
Swinging
Exterior Door
118 Industrial Drive
"Classic Craft" & "Classic Craft Rustle'
Doors
Assemblies
- Edgerton, ON 43517
Glazed Fiberglass Door
Phone 419.298.1740
Inswing I Outswin "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. for Teerma Tru
Corporation based on Rule Chapter No. 9N-3, Method I 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 distnbuting 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 2010 Florida Building Code (FBC) structural requirements excluding the
"High Velocity Huniaane 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 bome debris protection this product complies with Section 1609.1.2 of the FBC and does not
require an impact resistant covering. This`product meets missile level •D" and includes Wind Zone 4 as defined in ASTM El996 and
Section 1609.1.2A-of the FBC.
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-7640.4 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-7640A for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 06-0718-1
2. Miami Dade NOA
08-0206.01
3. Drawing No.
No. FL-7640.4
Test Standard
ANSI/AAMA/NW W DA 101A.S.2/A440-05
ASTM E1996/1886-02
Materials Testinn
Saflex HP Glass Intedayer
Prepared by
RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
4. Calculations Prepared by Signed & Sealed by
Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and Management Institute, certifying thatThenna Tru
Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
Lyndon F. Schmidt, P.E.
I
FL PE No. 43409
)L / 18l1 62112012
PF 1078
Gas6�
THERMANTRU G
THERMA TRU DOORS
1.18 INDUSTRIAL DR., EDOERTON,.DFB 43517
TEL. 141 9129 8-1 74(3
"SMOOTH STAR"; "FIBER CLASSIC';
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTICis
GLAZED FIBERGLASS DOOR
INSWING / OLITSWING
"IMPACT'
GENERAL NOTES
I. This product has been evaluated and 4 in compliance wlth the2010 Florida Building Code (FBC)
structural requirements excluding the °High Velocity Hurricane Zone (HVHZ).
2. Product anchors shag be as fisted and spaced as shown on detalls. Anchor embedment to base
material shall be beyond wag dressing or stucco.
3. When used in areas requIring wind borne debris protection this product complies with Section
1609.1.2of the HiC and does not require an Impact resistant covering. This product meetsmissie
level "D- and Includes. Wind Zone 4 as defined In ASIM E 1996 and Section 1609.1.2.4 of the FBC.
4. For2x stud framing construction, anchoring of these units shag be the same as that shown fora(
buck masonry comimction.
5. Site candiliom that deviate from the detais of this dmMng require further englneering analysis by
Iicemed engineer or registered architect.
TABLE OF CONTENTS
SXEETY
OESCWPTION -
I
Ical elevatlo deli res & general notes
2
Smooth Stordoor panel&glbXng dotage
3
HberUm cdoorpanel&gladng defogs
4
Classic CWH/OassicCraft Rustic door panel&glasfng detch
Hokontal cross sections
5
6
Vemcolcross sections
7
Buckanchoring
B
Frame arlchMng- 2x buck masomyconsruction
9
Frame anchoMg. IXbuckmasorayaomfWon
10
1 Big of Materials& Componenh
�F
e s+B gggayyk������
74.SPMA)L FRAME WIDTH7 0.4 u
tltltl
36110" MAIL q1116
PANEL WIDTH n
Y Y
O /\ /\ m q�
"SMOOTH STAR". "FIBER CLASSIC"
"CLASSIC GRAFT" & "CLASSIC CRAFT RUSTIC"
,,.SN7fG
aR ME,„
" 40.R','�';:.,'T?1.�ItESjURE,�P3E
�.,„�-.,�.�.,
x.4tntErfsttgt4�»
x��6th3LN51AM"�
NRpS�IY�;v .� .�TfY
INSWING
74.50"x 82AO'
21.00"x 63.25"
+47.0 -53.0
OUTSWING
74.50"-xill
21.00"x 63.25"
+50.0 -50.0
m
FL-7640.4
1 Gl
41
46 EXTERIOR
43
44
aH �tl� 3 721MMAX.
INTERIOR 47
D.I.O.2 4 9 2
11 HM04AL CROSS SECTION
2 S
CELLULAR LASS
So
O GLAZING Glh55 BDE 1 GLASS ya
TAPE C'��
1/8" TEMPERED gG
=q a EXTERIOR GLASS
o O AIR SPACE' o
5/37'ANNEALED EXTERIOR INTERIOR
GLASS
090"PV8 INTERLAYER
INTERIOR (By SOLUDAI GI
DOW 995 2 11WANNEALED
OR GLASS
D SIKA 552 SWIGGLE GLAZING
SPACER q' H
40 Smoo Skr GI 61Ai1NGD All �
1:18Y I+ I+-2,375� 1.187
II Imo. _I I r iTl ^ 41 �o
L` L -�
wm 4122108
S
45 scvc N.T.S.
�..,.�..�..` oxa. W: AL u
IR 1 4S OOORR H N E 17 II'7 M aoc an LFS 3
�!�1 VERTICAL CROSS SECTION
2 FL-7840.4 i
m J—wl0 S
4
o GI
EXTERIOR
54� t
\w w/
© O
W I
1
HONZO AL CROSS SECTION
3
112.
CEUUo GLASS BITE
r I"THK.
GLAZING
TAPE
GLASS
gx�
O
EXTERIOR
1/GLASS
e
AIRSPACE
ig`�
O 9
Av
�
/
GLASSANNEALED
GLASS
090" PVB INTERLAYER
Lt
���
INTERIOR
[BY SOLLTIIA)
DOW 995
2 1/0'ANNEALED
OR
GLASS
0
SIKA 552
SWIGGLE GLAZING
RPA F
SO Rber
a. SPACER
GI GIANN DEdI
2375
1.210' I�
•f"SY l£ti
� `` 54ti -`;�
�
iJ_
L
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r
57 OR TOP RAIL
55 DOO B RAIL
� XING
� LOCK BLOCK
SO �� �
EXTERIOR 11 111 INTERIOR
%1 VERTICAL CROSS SECTION
3
FL-7640.4
a-Lw-Q
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m- d_
INTER
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CORE MATERIAL LVL OR ISL
ALTERNATE CORE MATERIAL PONDEROSA,
RADNTA, PUW, ELLIOTTIL TAEDA OR SUGAR
PINE, DOUGLAS OR WHITE FIR, CEDAR, NCENSE
CEDAR OR REDWOOD.
1 NORIZOMAL CROSS SECTION
CELLULAR 1L_
GLASS
SITE _ T I•TNK.
GLAZING
GLA55
TAPE
IXIH2IOR LJj
gAsSERED
® AIR SPACE
5I32"ANNEALED
GLASS
}��
DOW 99R
.09D' PVB INTERLAYER
INTERIOR IBrsoLurwl
5 i IIB•ANNEALED
OGLASS
SIKA 552 SWIGGLEGLADNG
SPACER
DT t D D AR
67 TCX 62 DOO lOP IGIL DOOR . RAR
i T.• mil"
w en L"
2 VERT CAL CROSS SECTION pYA1�'01°'
4 FL-7840.4
a¢n�ar 1(
e
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d 6
60 50
C
$
40
10
NOTE
p
INTERIOR
H
10
�
m r!!
1. �11I OF REM N4 ASTRAGAL RETAINING
SCREW LOCATED 03/4. 2, 3�1/4°,
�/r
41/T, 18-7/6°, 41-718. 667/e",
tltltl N� ds
743/4" 76', 77-1/4' d 78-1/T
FROM TOP OF ASTRAGAL
21I
igv
S x
•:
I all B
5
e
X
5 EXTERIOR 7.•..
>
§
9
L
20
o
Y
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di
MIN.
3 4
FMB. ITYP.I
I-1/4'MIN.
Ea!�
EMB.
Me (TYP I
6 6
%41 HORIZONTAL CROSS SECTION
EMB. (TYP.)
E
5 Sn
w/1%wbbuck
E
g
S
a
L C 9
50 60
60 50
60 SO
9 C L
10
40
27
40
10
10
INTERIOR
40
K 4 SEENOTEI
INTERIOR
10
e'
•
1
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Ul
4 .
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n
N
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• °'
9
BMIOR
7
EXTERIOR
7
0 96 R
9
40.1
i
Z0
20
0.15'
1
I D ',e.. ,
CSNK—�i
0
jSIN
IYP'1
0
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HORIZONTAL CROSS SECTION
2
HORRONTAL CROSS SECHON
3
HORZONTAI CRO55 SECHON
Inswhg configuraNan
5
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confguafion
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s
MASONRY
OPENLNG
MUCK
TYP. HEAD
& JAMBS
CONCRM ANCHOR NO
1. Substitution of equal conorefe GaChoff Imm a different suppffer may have different edge
distance and center cWance requirements.
2 Concrete anchor locations at the comers may be acyu5ted to maintain the rrin, edge,
distance to mortarjoints. If concrete anchor locations noted as MAX. ON C84Mr must be
adjusted to ma*1fo!n the nin. edge dVance to moHwJoTnlz cdchional concrete anchors
may be laqubad to ensure the MAX ON CIENTEr cknenslow cie not exceeded.
3. Concrete anchor table.
INA ..
Irw
2-112•
r
ELCO
I/C
1.11C
411'
-ar
II
ASTRAGAL
SHOWN FOR
REFERENCE
II
DUCKAKCHORfNG
Ld
I
4
M IFS
MIG WU
FL-7640.4
.7—Lwjg
SEE
L
DETAIL I
MASONRY
lYP. HEAD
OPENINGr&JAMES
FRAME -/
F
2X BUCK
TYP. SILL
SILL
SEE
DETAIL 2
6-
HINGIIJAMS
FRAMEANCHOWNG
Mosomy2X buck canftctlon
CONCRETEANCHOR NOTES:
I. Substitullon of equal concrete and= from a dilleentwppilermayhavedIfferent edge
d1slonce and cenIwcWancemqvkemDnf&
Z Concrefeanchorlooations of the comers maybe ocWed to maintain the min. edge
atance to mortarjohts. lfconcrefe anchorlocoffons noted as"MAK ON CENTER"mu0be,
acrjwted to maintain the min. edge distance to mortaidinfs, addiffonal connate anchors
may be required to ensure the "MAX. ON CENTER" dimensions am not exceeded.
3. Concrete anchor table:
EMAPP46M
:ADIA; A.Wffil
ITw
2-1/r
r
ASTRAGAL
o.
DETAIL I
ASTRAGAL
WAR 2 BOLT HOLE
OutrwIng
HINGEDEWIL
GAL
nwNig BOLT HOLE
FL-7640.4
.7 -b- a-M
h
HINGEJAMB
6`
MASONRY j
II
TIP' NERD 8
OPENING
JAMBS
SEE
DETAIL I
1%BUCKLL
EE
ETAIL 2
16-
FRAMFANCHORING "'—i
Mnsasvy I%buck comWcHon
CONCRETE ANCHOR NOTES.
I. Substitu Of efequal concrete anchors from a differentsuppRcrmay, hove different edge
distance and centermstance requVements.
2. Concrete anchorlocatlons at the comers maybe adjusted to maintain the min. edge
distance to modarJoirlfs. H ccrlcrete anchorlocgHom noted as MAX ON CENTER'musf be
adlusted to maintain The min, edge distance to modarlolnfs, adNNonal concrete anchors
may be required to ensure the MAX. ON CENTER" dimensfons are not a eded.
3. Concrete anchor tohle:
hNCHOJT
ANGyOR
M%
MIN CtiARANCETO
'.: M1N CtCARATIC4[O ::
EMREOMENY
MASONRY ECGE
'AIJJACEN7RNCHOH?
ITW
1/4"
1-1/4'
2.1/7
3"
NW
3/167
i-1/4'
I.5/B"
1.114,
ASTRAGAL
G 97 J
DETAIL
F ASTRAGAL
DETAIL BOLT HOLE
Outsvnng
MINLA
Inswing
LATCH L DEADSOLTDETAIL
HINGE DETAIL
GAL
BOLT HOLE
Bh LFS
slm xa�
ET.-7640.4
n 9 W
REM DESCRIPTION
' BILL OF MATERIALS
-
A
1X UCK SG
MATERIAL
REM
DESCRIPTION
MATERIAL
TM
B=OSS
S;
WOOD
FIBERGLASSDOOR PANEL -SM O STAR
C
MA%. I/4"SHIM SPACE
WOOD
FIB C K
TO RAIL
SMC
^
$�
y
D
1X 2-3/4" PEN ELCO OR ITW CONCRETE SCREW
4"LATCH
STILE
COMPOSITE
€
E
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
44
HINGESTILE
BOTTOM RAIL
WOOD
WOOD
.� a
F
1/4"X 19/4" PFH ITW CONCRETE SCREW
STEEL
46
p AM COR
F/OOMOsAD
G
3/16°X3-1/4"PFH IT CONCRETE SCREW
STEEL
B KREN
yyy lL�Ay
H
1/4"K3.1/4"PFH ITW CONCRETE SCREW
STEEL
FIBERGLASS DOOREL- BERC
WOOD
gggS
o
I
I/4" X 2-1/4" PFH ITN CONCRETE SCREW
STEEL
FIBERGLASS SMC SKI 5 THICK FSS
SMC
J
I/4" X 35/4° PFH IOW CONCRETE SCREW
STEEL
62
TOP
K
XBX SCREW
STEEL
53
COMPOSITE
E
L
2-I/'PHWOOD
WOODSCREW
XITERIOR
STEEL
HINGE STIIE
WOOD
I
2
LITEFH
FRAME
EXTERIORLITE
ALUMINUM
BOTTO RAIL
WOOD
COMPOSITE
3
INTERIOR ET FRAME
TRIM
ALUMINUM
EFO F ,0
FOAM
4
#IOXILIFE
X10%1.1/T PPH SCREW
11
FVC
STEM
BLOCKR NFOR WOOD
FIBERGLASS DERPANEL-C IC CRAFT&CLASSIC CRAFTR STIC
m
7
MEDIUM REACH COMPRESSION WEATHERSTRIP ERMA-TRU
T
FOAM
M
SMC
k3
8
LONG REACH COMPRESSION WEATHERSTRIP THERMA
FOAM
2
TOP RAIL
COMPOSITE
'
$
9
4"% 4' HINGE.097" THK. HERMA-TRU
STEEL
10
12
X10X3/4"PFH WOODSCREW HINGE TO FRAME
STEEL
64
HINGE STILE
WOOD
WOOD
L`o
RIO AT PFH WOOD SCREW
STEEL
IrO
RAIL
17
PASSAGE LOCK- KWIKSET SIGNATURE SERIES
STEEL
POL REf E AMC R -BAS LBS. OEN In
COMPOSITE
ppgM
_
0
18
THRESHOLD OUTSWING ERMA-TRU
ALUM./WOOD
I UMASTR AL60 TS ERMA-TR
ALUMINUM
o
19
HEADERJAMB 4.656"%1.2STHERMA-TRU.PINE SG>=0.42
WOOD
9
AS G RIKEP TE
&
20
SIDE JAMB 4.656"X 1.2S THERMA-TRU SG>=0.42
WOOD
STEEL
21
5UDOOLT- KWIKSET SIGNATURE SERIES 780
STEEL
27 STRIKE STEEL - 1.4T ISIB"
UFAI)bULI I;
32 DOOR BOTTOM SWEEP pTVEECL T
..
33
INSWING THRESHOLD ERMA-TRU
ALUM./WOOD.
NEF E&F
o
y
--�r-0.126°
krona honre
Egg!
5�
O
S
F=4S63'
ae 4122108
JJ 7hialloltl
-1B Threshold 4.
1.91"
I
o F�---2.369"��
scup N.T.S.
96 G l
XEAD a"D
19 90 laf
W: AL
ML W.- LFS
._
oNewwo No.,
FL-7640.4
%w JO arm
L ECo INC.
TILLIT TESTING & ENGINEERING COMPANY
WALTER A. Tiurr, ]R., P.E. PRODUCI EVALUX110IN REFORI tilteco@aol.com
FL PE Licem Na 44167
FL H.B. Lin=No. 0006719
REPORT NO.: 12-1207.06
DATE: December 7, 2011.
PRODUCT CATEGORY: Hurricane Shutters
PRODUCT SUB -CATEGORY: Storm Panels
PRODUCT NAME: 24 Gage Bertha Galvanized Steel Storm Panel
(2" deep)
MANUFACTURER: Eastern Metal Supply, Inc.
4268 Westroads Drive
West Palm Beach, Florida 33407
1. PURPOSE OF EVALUATION:
This is a Product Evaluation Report (revises FL 5351-R1 with Report # 06-0815.01) issued by
Walter A. Tillit, Jr., P.E. (System ID # 1906) to Eastern Metal Supply, Inc., manufacturer,
based on Rule Chapter No. 9B-72.070, Method ld of the State of Florida Product Approval,
Department of Community Affairs -Florida Building Commission.
This product is being issued an Evaluation Report as described herein, and has been verified for
compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that
the product is for the purpose intended at least equivalent to.that required by the Code.
This Product Evaluation Report shall be subject to review and revision in case of a Building
Code Change that may affect its limitations and conditions.
2. EVIDENCE SUBMITTED:
2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
Drawing No. 11-226, titled "24 GAGE BERTHA GALVANIZED STEEL STORM PANEL (2"
DEEP"), sheets 1 thru 10 of 10, prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit,
Jr., P.E.; dated 12/06/11. This drawing is an integral part of this Evaluation Report.
6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 - Fax: (305) 871-1531
PRODUCT EVALUATION REPORT No 11-1207.06
2.2. TEST REPORTS:
Large missile impact and cyclic load tests were performed under ASTM E-1886, E-1996
standard as per section 1609.1.2 of the Florida Building Code. Uniform Static Load Tests as per
Section 1714.5.3, ASTM E-330. Test reports prepared by American Testing Lab of South
Florida, Report No. 0304.01-08, dated May 12, 2008, and signed and sealed by William R.
Mehner, P.E. and Henry Hattem P.E., Report No. 1220.01-05, dated July 16, 2007, signed and
sealed by William R. Mehner, P.E., and Henry Hattem, P.E., Report No. 0926.01-03, dated
January 15, 2004, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E.
Tensile test reports # 8CM-256, by QC Metallurgical Inc. Laboratory, dated March 21, 2008 and
signed and sealed by Frank E. Grate, Jr. P.E., as per ASTM E 8.
2.3. STRUCTURAL ENGINEERING CALCULATIONS:
This revision includes new calculations to verify the moment of inertia of storm panel where its
end lips include now hemmed edges. Comparison is made in relation to panel with non -hemmed
edges.
On 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) for maximum panel length vs.
design wind load, as well as maximum anchor spacing vs. design wind load and panel length
based on rational and comparative analysis, and in accordance with section 1604 of the Florida
Building Code. Calculations prepared by Tilteco, Inc., dated May 12, 2008, signed and sealed
by Walter A. Tillit, Jr., P.E.
3. MISSILE EM PACT RESISTANCE:
Based on new calculations explained on item 2.3 above, we have concluded that storm panels
with hemmed edges comply also with large missile impact under section 1609.1.2 of the Florida
Building Code, as per ASTM E-1886, E-1996 Standard. Large missile impact under section
1609.1.2 of the Florida Building Code, as per ASTM E-1886, E-1996 Standards, with missile
level "D" (basic protection).
4. WIND LOADS RESISTANCE:
24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) has been verified to sustain wind
pressures. Maximum panel length shall be as indicated on sheet 2 of 10 of Product Evaluation
Document (P.E.D.), drawing No. 11-226. Maximum Anchor Spacing shall be
as indicated on sheets 6, 7 and 10 of 10, of Product Evaluation Document (P.E.D.), drawing No.
11-226. 24 Gage Bertha Galvanized Steel Storm Panel (2" Deep) has been verified for code
compliance to work as a non -porous stone shutter assembly, as per ASTM E-1996 Standard.
PRODUCT EVALUATION REPORT No 11-1207.06
5. INSTALLATION:
Installation shall be performed strictly in accordance with the details indicated on sheets 4 thru 6
and 8 and 9 of 10, of Product Evaluation Document (P.E.D.), drawing No. 11-226. Minimum
separation to glass shall be as indicated on sheets 4 thru 6, 8 and 9 of 10, of Product Evaluation
Document (P.E.D.), drawing No. 11-226.
Shall be strictly in accordance with General Notes and Components indicated on sheets 1, 2 and
3 of 10, of Product Evaluation Document (P.E.D.), drawing No. 11-226.
Anchor specifications shall be as indicated on sheets 1, 5, 6, 8 and 9 of 10, of Product Evaluation
Document (P.E.D.), drawing No. 11-226..
7. LEWrATIONS AND CONDITIONS OF USE:
7.1. Shall be strictly in compliance with General Notes No. 1 and 7 thru 12, indicated on sheet 1
of 10, of Product Evaluation Document (P.E.D.), drawing No. 11-226 prepared by Tilteco, Inc.
and signed and sealed by Walter A. Tillit, Jr., P.E.
7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined
on section 1620.2 of the Florida Building Code.
7.3. Product shall only be installed into poured concrete, concrete block, and wood frame
structures. : -
Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167),
Presidel�oofoFiltocR Inc. (Florida EB-0006719).
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