HomeMy WebLinkAboutProduct Approval - Swing door ® .�```` ..........
M)
THERMAITRU
��� ==1
THERMA TRU DOORS
t0 g
�N Zo, m
1 1 16 INDUSTRIAL DR., EDGERTON, OH 43517
74.50'MAX.FRAME WIDTH �-)m z
"SMOOTH STAR" "FIBER CLASSIC" d
36.75-MAX. o ego'
zo d
36.00"MAX. PANEL `�' E m z o o
"CLASSIC CRAFT & CLASSIC CRAFT RUSTIC �PANELWIDTH� WIDTH � C�g 9 d
I/ II II )I WIASTRAGAL \`Naha
V In
1,
GLAZED FIBERGLASS DOOR Fla.
INSWING/OUTSWING o
°'IMPACT°
GENERAL NOTES
g X Q X
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code O O y
Q (FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). of 0
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material o ^ a a a
shall be beyond wall dressing or stucco.
M m
3. When used In areas outside of the"HVHZ"requiring wind bome debris protection this product complies with c
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 Seclon 1609.1.2.2 of the FBC.
i N
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck v'
masonry construction. s
rn
"SMOOTH STAR"."FIBER CLASSIC"
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC' o
'licensed engineer or registered architect.
8 0
TABLE OF CONiDM
n DESCRIPTION
g1 Typical elevations,design pressures&general notes
8 2 1 Smooth Star door panel&glazing details N o
3 1 Fiber Classic door panel&glazing details w
4 1 Classic Craff/Classic Craft Rustic door panel&glazing details OYERdIi oY�kdtL D�sIGN PRE3SURL, 5 Z
5 Horizontal cross sections SiNING FRAME DLO DATE 4117108 i
6 Vertical cross sections D11NEN514TN p71NEN51pN pOS11Y.Y_E NEGitIIYE scuE N.T.S. °
7 Buck anchoring
owc.BY. AL Al
8 Frame anchoring-2X buck masonry construction INSWING 74.50"x 82.W' 21.00"x 63.25' +47.0 -53.0
CHK.BY: LFS 3
9 Frame anchoring-1 X buck masonry construction
10 BE]of Materials&Components OUTSWING 74.50"x 80.62" 21.00"x 63.25' +SQ,Q _50,0 DMWING ND.:FL-7347.4 0
SHEtT 1 OF 1O
N
O
d
w
41
=ate;
41
46 EXTERIOR43
,�q:. �/1111111 O qp Z
_ 1.yE v O o LL
Z V
t 9mcw
a IL
INTERIOR if:
maaf°
21.00 MAX. 47 ¢ c LZ i
D.L.O. y 4 3 �1 E aEE
2 � 3a
2 1 HORIZONTAL CROSS SECTION o w
o �a�
yr �a
GLLULAR LAZING GLASS BITE 1 1"iHK. � 00
D J
O TAPE GLASS Im Mz
1/8"TEMPERED M N rn�
o EXTERIOR GLASS �o
AIRSPACE pry o�
O 1 5/3T ANNEALED o y
O 2 GLASS EXTERIOR INTERIOR a
INTERIOR 0.090"SAFLEX PVBINTERLAYER }
DOW 995' G1 E m
2 1/8"ANNEALED
4 GLASS
DOW 995 SWIGGLE GLAZING a
3 O SPACER
SIK 552 N
4 w
40 DOOR PANEL G1 GLAZING DETAIL :i; w o
Smooth Stor V)
NOTE:DOW 995 may be eriminated at door in
panel(Max.Design Pressure=t 50 PSF( o
o
+i 1.183° 2375"--{ --{ 1.183" m Fq
I I I I I I z
w 4
z a
�F -,'•r>w,.r+. DATE: 4117108
=
45 scv.E: N.T.S.
LATCH STILE M.BY. AL 5
4I DOOR TOP RAIL 45 DOOR BTM.RAI! HINGE STIIE 47 LOCK BLOCK I q3} cNK rn LFS ;
MIN.1(131W �.J 2 VERflCA!CROSS SECflON DRAMNO NO.: a
e FL-7347.4 c
!7
SHEET 2 OF 10 N
D
d
w
52 ; j\\ ,�
1 G1
56
EXTERIOR 56 ;' `:''', =WAYS
'a,=mro
14
xzd
54 Em zmaW
urF a:A.
INTERIOR 1
21.W'MAX. 57
D.L.O. 2 4 3 2 'E vz
��d
3 1 HORIZONTAL CROSS SECTION '�
IT
3 3 0 cd
o a�
CELLULAR
p / GLAZING GLASS BRE 1 I"iHK. ED ED 2 �?
-� TAPE GLASS Uj N
1/8"TEMPERED
EXTERIOR G o W�
o 0 j
AIR SPLAss ACE o
m 5/32"ANNEALED EXTERIOR INTERIOR a a
GLASS
INTERIOR 0.09LT'SAFLEX PVB INTERLAYER G1GO
DOW 995• 2
1/8"ANNEALED
4 GLASS
ap DOW 995 SWIGGLE GLAZING N
50 DOOR PANEL 3 SIKA552 SPACER ;;i'.: 4 w z
Fber Classlc G 1 GUIING DETAIL
n
En
0
'NOTE:DOW 995 may be eliminated at door
panel(Max.Design Pressure=t 50 PSF)
1.210' Imo—2.37S" 1210" ! @_
T— I.I I I z
E] T
Y ?�' DATE.- °
.• 4 17 08 :
c••:``w" 55 scuE: N.T.S. d
52 DOOR TOP RAIL 55 DOOR BTM.RAIL 54 HINGE STIIE UTCN STYLE DING.Br. AL m'
LOCK BLOCK 53 CHK BY.. LFS 3
'� MIN.IDS/B" 2 VERTICAL CROSS SECTION DRAWING ND.: a
c 3 FL-7347.4 c
4
SHEEF 3 OF 10
d
61 rkl�
66 EXTERIOR
�J .
' 63 �b ��� Z.°m d
2 ��tnt t� Q� .._
4 E zmo4
64r
n 17N $ 9 `o Wa
:..:,.
INTERIOR 1 a s 10 a s
2oz
2 4 3 L
O a
0 1 HORIZONTAL_CROSS SECflON ya
O 1 3 0 o
O 4 rn 5"
z
U
CELLULAR GLASS BITE 1 IC'TASS
� GLAZING
TAPE 1/8"TEMPERED U
EXTERIOR GLASS of En hCr
D AIRSPACE a go
e 5/37'ANNEALEDClaw EXTERIOR INTERIOR a a c)o
DOOR PANEL INn
$� Classic Craft
& GLASS
60 Rustic INTERIOR 0.090"SAFLEX PVB INTERLAYER Gl 7 m
d DOW 995•
2 1/8"ANNEALED <
4 GLASS N
1.49" DOW 995 SWIGGLE GLAZING 4 N
•g 3 OR SPACER "-''• w o
SIKA 552 v_r
GI GLAZING DETAIL n �
0
NOTE:DOW 995 may be eliminated at door
panel(Max,Design Pressure=150 PSF)
u a o
4.11" 'w
a 68 HINGE STYLE 1 '1 f`0.03U' 1.48" 1.48° { 61 N o
EN
.sr•�,{ ��.;�.?; t pr,:...• ORE
70—�xfdyL+&< o Vt `l'•' 4 17�D8 i
T ,.�. 65 5 N.T.S.
DWO.W.- AL m
2
DRAVANG NO.:LFS
€ LATCH STILE 62 DOOR TOP RAIL d5 DOOR BiM.RAIL VERTICAL CROSS SECTION m
FL-7347.4 013
& sN�r 4 Dv i 0
O
d
E ```��. ,... �i�' In1 2 C: in
6 6 60 50 9 C :/ $
INTERIOR �-„
NOTE
1. (11)OF ITEM#4 ASTRAGAL RETAINING
SCREW LOCATED @ 314 2',3-1/4" //I/11 i I I 1 � Z D,to
i
4-1/7'.1B-7/e 41-7/8.60-7/8". m 9 c
74-3/4",7N',77-1/4"&78-1/7' ` i'=u
FROM TOP OF ASTRAGAL. 21 ° N L$ 9 0`G a
d \ maa�
1 X X 5 V °LC�
5 0 2 EXTERIOR •, r � gg 9z
17 5 4 7 8 1�a
5 8
re
0 N
A v fz� m oti
'4m s at�
1-1/4"MIN. '�� m =o
1-1/4"MIN. 3 4 EMB.(TYP.) 1-1/4"MIN. ��
EMB.(TYP.) 6 6 4 HORIZONTAL CROSS SECTION EMB.(rYP.) of o
Shownw/1Xsubbuck oE o
a
�a}G
L C 9 50 60 50 60 60 50 9 C L
< 10 10 40 INTERIOR SEE NOTE I 4 K 27 40 INTERIOR 40 10 10 v
N
N
O W O
F4 i
g h
za� 111I/�11I1 �
C p I l o
lJ O
7 EXTERIOR 7 EXTERIOR 7 ° • :
� 8 m
s 96 8 8 IMIIIIM w
N a0
< L • ° i
`$ ° ° DATE: 4 17 08 i
0.1 20 20
0.15°
° •e' D .—C'SINK C'SINK ►{ D n ° scA : N.T.S. °
B (TYP.) (TYP.) B MG.BY: AL m
cNK Br. LFS 3
1 HORIZONTAL CROSS SECTION 2QHORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DRAWING NO.: m
$ Inswing conBgurallon $ FL-7347.4 °o� $ Inswing coneguratlon
sxEer 5 of 10 N
0
d
•
s WWlents\Thera TIa PERMANENT\Florida PloduR Appnrvah\FL-7347Wrawings\Cuuen*1-7347xtwg,6A
1-1/4•MIN.
EMB.(TYP.)
CD 0 pIP��a pc
QymnA�
A
•v
Om O—a
o co f' 4
^ OO
„n nZm
fn
Z Z Do �Ql
- 0.1
CSINK-►I n a
° m (TYP.)
n
T 1
1-1/4'MIN.
EMB.(TYP.)
1-1/4"MIN.
EMB.(TYP.) _ m
Z o `
-" rn
-. 22 2� A N
0 m 0 0 n
.O A
P A ° .•v ° P N 0 ° ..
°C
�.m PQ - HC
O
' is,;�' A
0 Dj:
to n 's; "n
c
0O YO
said: Cr
to °" ✓, M ac y A
Ca 0
• P'
jn)
• v �' 1-1/4'MIN.
EMB.(TYP.)
rn ``III1111111/////''
��� �C•S••CENA!/� �G
�*� No.43409
a PRODUCT: Don+m�b Pnpar�d W. SWEOF
THERMA-TRU P.E.o
No F43409 Schmidt �',p A20faD1` •'• `���`
I° -- GLAZED FIBERGLASS DOOR i-/brj01VAL
C PART OR ASSEMBLY: mK BUILDING CONSULT,/NTS IML�1`,`
VI pw 1 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS J 1, P.O. Box 230. Valrteo, FL 33595
I� NO DATE BY CROSSR77CAL CTIONS Phona No.: 813.659.9197
REVISIONS FBPE CA No. 9813
• 102111311 R.W.BUILDING CONYULTA—IND.
4.0 N
e'. 8.0" � �i ��•
a ''fr/i f * 11 `M` o 00 z°
U A••
p 9 a S Z�
cW 9 CW
I I N A m aa`�
D
LL
a
r � E vZ
J TYP.HEAD I ASTRAGAL
MASONRY JJ &JAMBS SHOWN FOR
OPENING II REFERENCE
o0
c
2X BUCK
II ON m
is
II CO
U �
> � O
II a
q a
� I
•v. II �
.. Y,a"�• Pai O
$� S _D
O �
BUCKANCHORING ~
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers maybe adjusted to maintain the min.
tj$ edge distance to mortar joints.
z
0 2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
a maintain the min.edge distance to mortar joints,additional concrete anchors N¢ f
° may be required to ensure the"MAX.ON CENTER"dfinension are not exceeded. _
3. Concrete anchor table: o 0
..
:i >MaN>:CtRARANC>»:'3ti111�T�: XVARAIVC : z o
:xANGy.GIi :>1NC1'.lbJt; ?.. 1Ya!!!1:; ;>:;.:::ii:; ...:........:'i;;st;Zi.... ;...;....;.......,....:.. o
::;.................... TQMAS�NRY TA•ADJACFNT;.;. aTE 4 17 OB z
rrriPE. £%;? SIB J=MB t�IIrT�NY a4NGHi3lt;:'ii:; seer• N.T.S. 9
:::•:::•::::::::•.-:::..:•...... ..... ........ .....EDGE... ... ...
MO.BY: AL m'
TA CON® 1/4" 1-1/4w 2" 4" CHK.BY: LFS 3
ELCO ® T�4n 1.1/4" 1" 4" DR wNC No.: toULTRACON FL-7347.4 0
c
13
SHEET 7 OF 10 Lq
O
d
````` *
BILL OF MATERIALS ���`�,............ O�ii m
REM DESCRIPTION MATERIAL ITEM I DESCRIPTIONMATERIAL
A 1 X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL-SMOOTH STAR
B 2X BUCK SG>=0.55 WOOD TF FIBERGLASS SMC SKIN MIN 0.0 5"THICKNESS SMC =u.
C MAX.1/4"SHIM SPACE WOOD 42COMPOSITE TOP RAIL N'; z° Q r O�
D 1/4"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 43 T STILE LVL WOOD :Y .`�
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACl •'••.,, •• � o m mm
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 45 gO1TOM RAIL WOOD '''��//// •,t `,```�� o on m zd
F 1/4"X 1-3/4"PFH ITW CONCRETE SCREW STEEL 6 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM 11�. °a o
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 47 LOCK BLOCK REINFORCEMENT WOOD n� E m i m c u
H 1/4"X 3-1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC
1 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065 THICKNESS SMC \ u v,; in a a T
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE \, O°
K #8 X 2-1/7'PFH WOOD SCREW STEEL 53 LATCH 'STILE LVL WOOD v Z
Li
L #10 X 2-1/7'PFH WOOD SCREW STEEL 54 HINGE STILE WOODd
M #9 X 2-1/7'PFH SCREW STEEL 55 BOTTOM RAIL COMPOSITE
1 EXTERIOR LITE FRAME 6063-T6 ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM o
2 INTERIOR LITE FRAME 6063-T6 ALUMINUM 57 LOCK BLOCK REINFORCEMENT WOOD o
3 LITE FRAME TRIM PVC 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC
4 #10 X 1-1/7'PPH SCREW STEEL 61 FIBERGLASS SMC SKIN MIN 0.09 THIC NESS SMC � w
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 62 TOP RAIL COMPOSITE "I
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 63 LATC STI cc m a
9 4"X 4"HINGE.097'THK. STEEL 64 HINGE STILE WOOD LVL OOD ��
10 #10 X 3/4"PFH WOOD SCREW STEEL 65 BOTTOM RAIL COMPOSITE
o m
12 #10 X 7'PFH WOOD SCREW STEEL 66 POLYURETHANE FOAM CORE- BS.DENSITY FOAM of o
0 17 PASSAGE LOCK-KWIKSET SIGNATURE SERIF STEEL 96 ALUMINUM ASTRAGAL 3-TS ER -TIT ALUMINUM
18 THRESHOLD OUTSWING ALUM./WOOD 9 ASTRAGA STRI E PLATE S EL o a
19 HEADER JAMB PINE SG>=0.42 WOOD m
20 SIDE JAMB PINE SG-0.42 WOOD Q
d 21 DEADBOLT-KWIKSET SIGNATURE SERIES(780) STEEL 1.47 --{ 1.318 EE
27 LATCH STRIKE PLATE STEEL
u' 28 DEADBOLT PLATE S EEL "�$, o
32 DOOR BOTTOM SWEEP PVC F�OS54" N vn
33 INSWING THRESHOLD ALUM./WOOD I w o
o �
LITE FRAME
NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) 3 Trim 1 EXi.LITE 7 INT.LITE
Frame Frame
0
0,121 _
S ^ 0
533" 0 r 4.563" Q f
o C4 ��0.063" _z 0
t�;. ..1Tzs:r:..•r�
,:�t•^+',;^.��55:w��"�s`'3"':. WTE: 4 17 OB
_ I n scvE N.T.S. d
4.563"—� i� HE SIDE DWG.BY-. AL m'
33 INSWING 18 OUTSWING 1,q1^ 19 20 Jamb CHK.ar: LFS 3
Threshold Threshdid DRAWING NO.:
96 ASTRAGAL
FL-7347.4 0
Cj SHEET 10 Oi 10 N
d
•