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THERMAI�TRU'
THERMA TRU DOORS
I IS INDUSTRIAL DR., EDGERTON, OH 43517 ��'• � � �d,n
74.50"MAX.FRAME WIDTH /'••••••*p• �` d;;d
��unnnl� M u R.:z
tt tt It 11 36.00"MAX. m o
SMOOTH STAR", FIBER CLASSIC", 9 . W
"CLASSIC-CRAFTtt&"CLASSIC--CRAFT–RUSTIC" - - --- --- — �PANELWIDTH� a maa�
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GLAZED FIBERGLASS DOOR
INSWING/ OUTSWING
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GENERAL NOTES � m
1. This product has been evaluated and is In compliance with the 5th Edition(2014)Florida Building ' O
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). °
a
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 E 1996 and Section 1609.1.2.2 of the FBC. v
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4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x
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buck masonry construction. B o
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5, Site conditions that deviate from the details of this drawing require further engineering analysis by a "SMOOTH STAR","FIBER CLASSIC" r
licensed engineer or registered architect. "CLASSIC CRAFT'a"CLASSIC CRAFT RUSTIC"
TABLE OF CONTENTS i
SHEET$ DESCRIPTION @
< 1 Typical elevotlons,design pressures&general notes
2 Smooth Star door panel&glazing details o
3 Fiber Classic door panel&glazing details =
O o
4 Classic Craft/Classic Craft Rustic door panel&glazing details OWN AIV-
Horizontal
i GVI RAtI t Dl SIGi�pRE�$tJg@�p$pj a^Z a
5 Horizontal cross sections SWING FRAME O t p, DAm 4122108
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6 Verlicalcross sections GIMENSt..Oti 11MEN�S(QAM, pQSFiYVE NEGATIVE; scuE N.T.S.
7 Buckanchoring DWO.BY. AL m'
a 8 Frame anchoring-2X buck masonry construction INSWING 74.50"x 82.00" 21.00"x 63.25" +47.0 -53.0 cwc BY, LFS 3
9. Frame anchoring-1X buck masonry construcilon DRAWMO NO.:
Ir
10 Bill of Materiols&Components OUTSWING 74.50"x 80.62" 21.00"x 63.25" +50.0 -50.0 FL-7640.4 c
SHEET 1,OF 10
46
EXTERIORJ"%,L
�0
JaS �7, U' O Z
44 hLW 9m cW
— CIL
—INTERIOR -- - __ 1 N rn 'm a a 2
21 Aa'MAx. -_ - — -- 2 - c z° -
D.L.O. Li
2 4 3
2
`:
�d
2 1 HORIZONTAL CROSS SECnON car
2 3 0
1/2"
CELLULAR
GLAZING GLASS BITE 1 GLASS QQ
b
TAPE
1/8"TEMPERED
I m eZ
d EXTJR Gwss
o AIR SPACE
�g 5/32"ANNEALED 8 pay
$ O 1 GLASS c� o
0 2 INTERIEXTERIOR INTERIOR a y
DOW
2 1/8"ANNEALED ��
GLASSDOW 995SWIGGLE GLAZING
OR SPACER .t
SIKA 552 c
D Gl GLAZING DETAIL `� N
4 z
40 DOOR PANEL •NOTE:DOW 995 may be eliminated at door 8 o ti
Smooth Ston panel(Ma(.Design Pressure=t 50 PSF) c
—�{ 1.183" 2.375" 1.183" (�— ' i
in
°4 �1.54„� (•--•1.54"� �I � � �I
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wtE: 412 OS Im
45 swv N.T.S.
LATCH STYLE Em AL m'
e 4Y OR TOP RAIL ,5 DOO L1TM.RAIL HINGE SIYIE
CHK 47 LOCK BLOCK 43 LFS 3
�2'�VERTICAL CROSS SECTION s"AWING N0•' m
n 2 FL-7640.4 °o
SHEET 2 OF1O
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j�g3itr`•; n
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EXTERIOR 56 ''-'r"
i' 53 ///Il •• 1\�\ c m o
.i.+ ,It, `.i 1111111111 N „Z
54
� � Ng 7dLa
- - INTERIOR.'`
21.00"MAX. - - — - -- 57
D.L O. uAR
2 4 3 gE °
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3 3 HORIZONTAL CROSS SECTION n
L] 3 a d
a�
1/7' xa
CELLULAR GLASS BRE
GLAZING GLASS r p�
O TAPE GLASS
TEMPERED IFm m 3
o EXTERIOR GLASS
AIR SPACER+
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G
5/32"ANNEALED c m
0 GLASS EXTERIOR INTERIOR al
`3 INTERIOR 0.090"SAFLEX PVB INTERLAYER
DOW 995' 2 Gl '
S 1/8"ANNEALED
4 GLASS
DOW 995 SWIGGLE GLAZING
3 oR o
D SIKA 552 SPACER a U
GLAZING DETAIL
En
4 z
SO DOOR PANEL Gl B 2 0
HUE �
'NOTE:DOW 995 may be eliminated at door N z
panel(Max Design Pressure=150 PSF) D:
2.376' 1310" i
§ f I ]-;:try%1t;Y;{•' I `Q ;'' 51 N�o
iY•..T A:t�j: lj�. itYN Y; � � •'..t•' r�`.i �!O =
41P
DACE: 4/22/08
55
SCALE: N.T.S. °
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5Y DOOR TOP RAIL 55 DOOR BTM.RAIL HINGE STYIF 57 LOCK BLOCK 53 LATCH STYLE
DAL M
raDwL U° LFFS
2 VERTICAL CROSS SECTION DRAVANG ND.: rc
3 FL-7640.4 c
sNEEr_�L OF 10
I G1
66 EXTERIOR
21.00"MAX.
D.L.O. "; ............
tai N.:z
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- - -- — INTERIOR- — — — —- - - 1 (t�N $ 'd m
- - - � oz
2 q 3
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1 HORIZONTAL CROSS SECTION u 3
p 4 3 0 �o
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OCELLULAR
b GLAZING GLASS BRE 1"THK. �i J
GLASS
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TAPE 10 TEMPERED
EXTERIOR GLASS a �
AIR SPACE ^� c
p 5/32"ANNEALED
GLASS EXTERIOR INTERIOR a a coo
00 DOOR PANEL INTERIOR 0.090"SA FLEX PVB INTERLAYERClassic m
Classic Cralt Rustic
DOW 995• 2Gl
1/8"ANNEALED
4 GLASS
DOW 995S
SWIGGLE GLAZINGOR
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1.47' 3 SIKA 552 SPACERz
4
�
� GI GLAZING DETAIL �"�' 8 o N
•NOTE:DOW 995 may be ellminated at door
panel(Max Design Pressure=f 50 PSFJ
4.11"
- HINGESTYIE L --�{
�f o.030' 1.48"
C3 ',-c i�� o +: �''� a'E' M7E:
4122108
N.T.S.
" DKO.er AL m'
aGr.an LFS ;
ti3 lA1CN Sry� 62 DOOR TOP RAIL DOOR BTM.RAL 2 VERTICAL CROSS SECTION DPA NG NO.: m
n q FL-7640.4 °o
MW 4 OF 10
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1 2
TIP 60 50
D 40 9
INTERIOR 10 C H ° y N• # i�' m
10 �j
NOTE i1Y•• :��� =og1M
1. (11)OF ITEM#4 ASTRAGAL RETAINING ° `• �� ""...
SCREW LOCATED @ 3/4",2",3-1/4", � •' ��/11*Itt\\ X0;i°
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4-1/2",18-7/8 41-7/8,60-718", •• 0 •:
74-3/4 76",77-1/,V&78-1/2" % = z 0 Z v
FROM TOP OF ASTRAGAL. 21 N u g 9 d
ED o a
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- - - -- - • t N
14
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EXTERIOR d � 9 z
$ 4 7 ��
17 5 8 �a
20 �
A ° I ovwi
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EMB.(TYP.) 1-1/4"MIN.
1-1/4"MIN. 3 EMB.(iYP.) �i U
EMB.(TYP.) 4 HORIZONTAL CROSS SECTION
E 6 6 $ Shown w/1 X sub-buck E o f o
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L C 9 50 60 60 50 27 60 50 9 C L
s• 10 40 SEE NOTE I 40 10
10 INTERIOR 40 K 4 INTERIOR 10
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7 EXTERIOR 7 EXTERIOR 7
- — 8 96 N'
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'o•. a• ZO 20 ^ am 4122108
22 08 i
z n n 0.15 0.15" e ° scar N.T.S.
D C'SINK C'SINK p
g (TYP.) ITP) g DW ar AL 'm
Cm By: LFS ;
DRAWMONO.:
1 HORIZONTAL CROSS SEC110N 2 HORIZONTAL CROSS SECTION ��HORIZONTAL CROSS SECnON m
$ Inswing configuration $ Inswing configuration Inswing configuration FL-7840'4 13— n
e SHM 5 OF 10 9
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a e a: ° �W•., :99� °coin
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50 60__ __ _ gg o=_
C � 19
50 60 19 8
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8L EXTERIOR INTERIOR o
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2
EXTERIOR INTERIOR 1E
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION
6 Outswingconfigurafion
6 Shown w/1 X su"uck a
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INTERIOR EXTERIOR
Y
EXTERIOR INTERIOR 50 60In
N
32 I 8 o
50 60 N
40 18 93 f2
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DAM 4122108 z
°c&e N.T.S.
ow0.ITY: fu m
? 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION cwc sr LFS 3
6 Outswing configuration 6 Inswing configurafion On�w xO 7 rc
fi FL-7640.4 0
SWEFT 6 OF 10 "
0
40
I► =,�` H.
D I I / 8 0 o d
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TYP.HEAD I I ASTRAGAL N 9 o t IL
-MASONRY -- - &JAMBS_ _ SHOWN FOR_ _ _ N 4 d m a
OPENING I I REFERENCE - - oZ.
2X BUCK I I a
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BUCK ANCHORING B o
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CONCRETE ANCHOR NOTES: c
1.Concrete anchor locations at the comers may be adjusted to maintain the min. _ d
edge distance to mortarjoints. _
2. Concrete anchor locations noted as"MAX.ON CENTER"must be 04usted to
maintain the min.edge distance to mortar joints,additional concrete anchors C c t
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: w z n
Rs.?ANicli;<>2ii:;NlJl1(:>:;•;:;:;?>:;<;...;.,...;...................::::•:.:::::.......,..;...;...,............;;r
::::::: :.....::.. :• ...T+Cl,M/t:Si'7......=:;::a;;TO;�AOJJA ENT;:' c�h 4122108 =
:•>:•>::•:[S!P :i'i;::;;;':ii:SFk ; i::::; A..,I..EtlM IV.....i<;: i::::::.::.:::.:...>:;;;::>;:c::•;:•;:;:;;•>:;......::.....:.::;>;;;:a:.;
EDC,E • •ANG1iQR• N.T.S.
Dwa BY. AL m'
� ITIN ® 1/4" 1-1/4" 2" 4"
z TAPCON OKK.BY. LFS 3
ELCOOPAWIN0 NO.:ULTRACON® 1/4" 1.1/4" 1" 4" FL-7640.4 c
SHEET 7 OF 10
6"� 213 41 •`` oa
K :v�•. M
omo m
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SEE K llll*I11t ,y, $Nmi
_ DETAIL 1 _ p Z x Z
MASONRY TYP.HEAD i ij a°c m
- — - - - -OPENING - - 8 JAMBS A E - 27 g o d r a
mdaa.
4
O
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FRAME p U1iCH b DEADBOLiDETA1L E a -
Pn F _ 3
ry z z 2X BUCK NP.SILL Z
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SEE O o
DETAIL 2 0� CZ
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D - L
10 �8 W
gi
10 ~g o 14
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HINGE JAMB FRAME ANCHORING 1 O
Masonry 2X buck construction ASTRAGAL o a m
97 HINGE DETAIL a
K
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CONCRETE ANCHOR NOTES: 1?o
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar jolnis. DETAIL 1
2. Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to >
maintain the min.edge distance to mortar joints,additional concrete anchors R
g may be required to ensure the MAX.ON CENTER"dimension are not exceeded. „..�' i
N^a J
3. Concrete anchor table: o
z
::;•:::•:::•::;:•::;•::;•:;;:•:::.::.::..:.::::;::.:' ;•::;•::•::':•:::;.;•;.::::.;'':£'...... •'INI 1 G:�:I Ri�4A1C: :: jN:IN:G i?S:rti4tlR". :' 0 0
Tt�MA3i7NRY....: :;..;�O AtiJACENT o
>' `�' Size 1 bM N .......... arE 4/22/08
=
....
......... �GE........:s>::;;s:s»:::s:e�Ncxoir......... smu N.T.S. °
ITW 0 4"1/4" 1.1/ 2" 4" DWO.BY: AL m
TA °
a ASTRAGAL
CM BY.. LFS ;
WOOD SCREW INSTALLATION NOTES: BOLT HOLE
1.Maintain a minimum 5/8"ed a distance,1"end distance,&1"o.c.spacing of DETAIL 2 DETAIL 2 ASTRAGAL DRAWIND ND.:
9 P 9 Oulswing Inswing BOLT HOLE FL-7640.4 0
wood screws to prevent the splNting of wood.
3 sxex
— — e
ff--J 28 Jig
too
7
SEE '''��TI*...•,,,, $"ami
DETAIL 1 _ K Iltss�
MASONRY TYP,HEAD& " y E m Z m m V
- — - -OPENING JAMBS - - - ' 27 Ng 9 d`o a
' `
N "� mda�
LL `
FRAME ^o- z° l\\
u,w F _ LATCH 6 DEADBOLTDETAILW
NZ= 1 X BUCK TYP.SILL J
�p - ( _
SEE o m
i. DETAIL 2ts
HINGEJAMB FRAMEANCHORING ASTRAGAL lO 10 c o
Masonry 1X buck construction 2
HINGE DETAIL
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Cn
N
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p Pei c, O
O En
CONCRETE ANCHOR NOTES: N
DETAIL 1 0�
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar joints,additional concrete anchors >> b
may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
3. Concrete anchor table: a k"
i:�4ii '
O
7
...-:::..........:.....: iL'2MASL3NRY..>;:;:•:. ::;;TOALSJACENI` �+•-z ZZv
..........................Sl k?. ...; M� IGI NX:i::iii::. .EDTa8•.;:i:`.'iii:'i.'iii:'.'i.:ANfrIfCjR•:..:...;•
wtE 4122108
ITW ® 1/4" 1-1/4" 2" 4" m
TAPCON ASTRAGAL cms: N.T.S.
,
$ ITVV3/16" 1.1/4" 3" 1.1/2" DETAIL2 BOLT HOLE DETAIL ASTRAGAL DWO.Bra AL m
TAPCON® Outswing Inswing BOLT HOLE
WOOD SCREW INSTALLATION NOTES: cHK LFA 3
orawiHo Ho.� �
1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing ofa
13
wood screws to prevent the splitting of wood. FL-7840.4 N
SHEET J mF 1Q
BILL OF MATERIALS Qs A,.•" I, in
REM DESCRIPTION MATERIAL REM I DESCRIPTION MATERIAL •�' y'' u0�1
A 1X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR d
B 2X BUC G>=0 55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.06 T I KN SMC e o^,
C MAX.l/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE $ Q'0� E al
D 1 4"X 2-3/4°PFH ELCO OR ITW CONCRETE SCREW STEEL 43 T TIL5WOOD ����'•.,,• ���� D o m
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 44 HINGE STILE WOOD • ,�.` y
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 BOTTOM RAI WOOD //// * �% Z
/nnur�` 8 2-.z
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL POLYURETHANE FOA CORE-1. LBS.DENSITY FOAM i
E �
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 OC BOCK REINFORCEM T WOOD `m Z A o u
H 1/4!'x 3.1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC N 'm a a`
-1 _1/_,V X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS MC SKI IN 0.065 THICKNESS SMC t�
J l/4"X 3-3X PFH ITW CONCRETE SCREW STEEL 52" 'TOP R L--—- - - - - -—- COMPOSITE- -- - e
K #8 X 2-1/7'PFH WOOD SCREW STEEL 53 T TILE WOOD- a Z
L #10 X 2-1/7'PFH WOOD SCREW STEEL 54 HINGE STILE WOODd
1 EXTERIOR LITE FRAME ALUMINUM 55 BOTTOM RAIL COMPOSITE
2 INTERIOR LITE FRAME ALUMINUM 56 PO Y REMAKE FOAM CORE-1.9 LBS.DENSITY FOAM a
3 LTTE FRAME TRIM PVC 57 LOCK BLOCK REINFORCEMENT WOOD
4 #10 X 1-1/2"PPH SCREW STEEL FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC q
n 8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 2 TOP RAIL COMPOSITE IE90i - R
9 4"X 4"HINGE.097'THK. STEEL 63 H STILEWOOD gam: o�
10 #10 X 3/4"PFH WOOD SCREW STEEL 64 HINGE STILE WOOD i-r
12 #10 X 7'PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMPOSITE
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL POLYURETHANE FO CORE-1.9 LBS.DENSffY FOAM c
18 THRESHOLD OUTSWING ALUM./WOOD $16 ALUMINUM ASTRAGAL 6063-T5 THERMA-TRU ALUMINUM a a
3 19 HEADER JAMB PINE SG>=0.42 WOOD 97 ASTRAGAL STRIKE PLATE STEEL
Ll 20 SIDE JAMB PINE SG>=0.42 WOOD
21 DEADBOLT-KWIKSET SIGNATURE SERIES 780 STEEL a
27 LATCH STRIKE PLATE STEEL79- 47' 1318
DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP PVCsl 's� I
N
33 INSWING THRESHOLD ALUM./WOOD T� 3 LRE FRAME - �� Z
t Tdm 8 o 9
NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) € in
in
I ETR.LRE Y 1 LITE
r-0.126" From Frame Q R
5.83'• �0 �� _
~ih--0.063" �—4.S63' �{—� - 5
40
" O o.-ti.L'�r,\..!;Te.:�:>`%,SF�A:b.•:i.; I I Z
I�---4.50' DAM 4 22 OS
z WG 18 O NG � sco, N.T.S.33
ThresholdThreshold c F�--2.359"—moi awrl q, AL m
3 96 ASTRAGAL 19 20 HEAD d SIDE rc
cwc BY. LFS 3
DRAN7N0 NO.:
FL-7640.4 c
Mw L of-