Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutProduct Approval Exterior Doors' liloricl i Building Code Online
�, !°�tlr��s���� ���dlr��,,c�. III, ,•.; �r� o�� '3
BCISHorne l Lapin l User Reolstratlan 1 HotTopl[s I SubmRsurdrarpa j
Product Approval
(i'�IR I► l USER:1`011c User
Page 1 of 3
I1�� oEr r i
__.
Stats & Facts j Pubilcatlons I Fa65tarr I Uels SRa Piap I Links I seardt i J
Prad:ict An�rnag� bl•m. > product or AnonraUon s�a.�n 6onncaUan Ua! >. Application Detail
FL-#
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/phone/Enlall
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Corh011ancd Method
Florida Engineer or Architect Name who developed
Me Evaluation Report
Florida License
Quality Assurance Entity
Quallty Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced. Standard and Year (of Standard)
Standards
FLIS037-R2
Revision
2014
Approved
I
v
�P
Therma-Tru Corporation
118 Industrial Drive
Edgerton, ON 43517
(419) .298-17.4o
rlckw.@rwbidgconseltants.com
Vivian. Wright
rlckwC�rwbldgconsultants.com
Exterior Doors
Swinging Exterior boot Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
kel Evaluation Report- Hardcopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2018
Ryan.]. i(Ing, P.E.
91 Validation Checklist • Hardcopy Received
P&15037 R2 CDf CerHncaM (if luderien&enceindr
Standard
Year
AAMA/WPMA/CSA101/I.S.2/A440
zoos
ASTM Rx886
-2002
ASTM ES886
20dS
ASTM-E19-J6
2002
ASTM E1996
2005
ASTM E1996
2006
ASTM E330
2002
SSTD,12
1999
http:I/Www.fioridaULuiding.org/l�)r/pi app dtl.aspx?1)arani=WGBVXQwtlDgiiS73Fr2ZyiPg25... 3%7/2017
Florida Building Code Online
Page 2 of 3
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
05/30/2015
06/28/2015
07/05/2015
08/19/2015
FL #
Model, Number or Name
Description
15037.1
a. Opaque Fiberglass Door
6'8 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or
"Classic -Craft" Single Fiberglass Door with or without
"Impact" Sidelite or Sidelites - Outswing / Inswing (X, OX or
XO; OXO) Configurations
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15037 R2 II Inst 15037.1.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Inst 15037.1 for Design Pressure Ratings, any
FL15037 R2 AE Eval 15037.1.odf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars. (For FiberClassic and SmoothStar doors
and sidelites, this product approval requires the use of "J"
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
15037.2
b. Opaque Fiberglass Door
'6'8 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or
"Classic -Craft" Double Fiberglass Door with or without
"Impact" Sidelites - Outswing / Inswing (XX or OXXO)
Configurations
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15037 R2 II Inst 15037.2.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Inst 15037.2 for Design Pressure Ratings, any
FL15037 R2 AE Eva[ 15037.2.pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars. ,(For. FiberClassic and SmoothStar doors.
and sidelites, this product approval requires the use of "J"
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
15037.3
c. Opaque Fiberglass Door
8'0 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or
"Classic -Craft" Single Fiberglass Door with or without
"Impact" Sidelite or Sidelites - Outswing / Inswing (X, OX or
XO; OXO) Configurations
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL15037 R2 II Inst 15037.3.pdf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Inst 15037.3 for Design Pressure Ratings, any
FL15037 R2 AE Eva[ 15037.3.odf
additional use limitations, Installation Instructions and
Created by Independent Third Party: Yes
product particulars. (For FiberClassic and SmoothStar doors
and sidelites, this product approval requires the use of "J"
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
15037.4
d. Opaque Fiberglass Door
8'0 "Impact" Opaque "Fiber -Classic", "Smooth -Star" or
"Classic -Craft" Double Fiberglass Door with or without
"Impact" Sidelites - Outswing / Inswing (XX or OXXO)
Configurations
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL15037 R2 II Inst 15037.4.pdf
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Inst 15037.4 for Design Pressure Ratings, any
FL15037 R2 AE Eva[ 15037.4.pdf
additional use limitations, installation instructions and
Created by Independent Third Party: Yes
product particulars. (For FiberClassic and SmoothStar doors
and sidelites, this product approval requires the use of "J"
hq://www.floridabuilding.org/pr/lor 3/7/2017
Florida Building Code Online Page 3 of•3
part numbers for these doors and sidelites, which have been
stained or painted within six months of installation.)
Back FEE
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send
electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to
supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please click here .
Product Approval Accepts:
® ® EChtck 0
Credit Card
Safe
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquS 73 Fr2ZyiPg25... 3/7/2017
I
THERMAITRU 0
THERMA TRU DOORS
118 INDUSTRIAL DR., EDDERTON, OH 43517
OPAQUE FIBERGLASS DOUBLE DOOR
w/ and w/out SIDELITES
INSWING / OUTSWING
"IMPACT"
GENERAL NOTE
1. 711m product has been evaluated and is in compliance with the Sth Edition (20141 Florida Building
Code (FBC) structural requirements excluding the iGgh Velocity Hurricane Zone' (HVHZJ.
2 Product anchors shag be as fisted and spaced as shown on defogs. Anchor embedment to base
material shall be beyond wag dressing or stucco.
3. When used in areas requiring wind bome debris protection, this product compiles with Section
1609.1I of the FBC and does not require on Impact resistant covering. The glmtng meets missile
level *Ul. The assembly excludes Wind Zone 4 as defined in ASFM E 1996 and Section 1609.122 of
the FBC.
4. For2x stud framing conutrucffon. anchoring of these units shall be the same as that shown for 2x
buck masonry construction..
5. Fite coriditicns that deviate frainr Me defolls-of this dpawing requke further engineering analysis by
a ficensed engineer or registered architect.
TABLE OF CONI MS
SHEET#
DESCRIPTION
1
Typical elevatlims, assures a gemia; noes
2
Smomworworponeaefais
3
FiberCkrulc door a eoll
4
door
5
moi5 ors e e del
6
r pano a 0 as
7
Classic Craft"a ponel deralsangl=g oefw
8
Elevations
9
Nar'¢antalamsseeflors
10
lHorimniclarasssections
II
Verioal o seeb=
t2
Vertl=—ml sections
13
1{
Frmleanc
15new
rats-
1 16 IBM
or matetos ona canponents
74,TMA%.
FRAME WIDTH-1
•_
D
rs =
a p�
tll
oil
.
an
��{{,�,�..�� 15075'MAX.FRAMEWIDTH
377E MAK�SO7S
FRAME WIDTH 74S' MAX.FRAME WIDTH
g
7
P ;
I■ I�
i� ICI
�
r,
I'
ry
ij
MAXvOV1:(fALL.?�cfMA�f DEstGNe Ei57)R�L
-D�N�E(J510�`' .;01�11ENSF0}I';� �OSR),,VE;; 7VEG/}TII{fs
74.5"x 98.01 N/A
150.75-x 98.0" 21.0V x78.75-
Eo zmod
H 9di
o.
FL-15037,4
°e
¢T a n t e a
a
80 Q
gA o NN {DOY
95.25 MA%. DOOR PANEL HE1GM °t
'3 7'`'ra' oy'!
N -•
x
wF; •.a,� p
Om om o• m
x
8� -
O F
Z; 23
0-o
T I I
p 0.91,
2
\\t\III IIu/////
............
1u
• � No. C3409
PRODUCT: oew�„.at, Pnoane 5n 1 • : BDJEOF / • _
THERMA TRU tyna F•. sahmlec ••.!30caDu.••/
I i m P.E. No. 4310G
0 n
-1 ' i PARi OR ASSEMBLY• n', BUILDING CONSULTAN75/
, INC.
1n
W P.0. 8oY 230. Valrfao, FL 33596
O i x N
REV
Ir DOOR PANEL DETAILS Phone No.: 813.550.9197
IONS FEPE CA No. 9813
ov��m©
____PW4kNUffVWda_d___n�;_»__M
Il
�
m
!
. 2§
� e/
13
�
95__DOOR PANEL _m
�S.w6
k9
.=y
�
a
&
-
.
§
.
,
§e
-
|0
.
1-5 ��
ƒ
§
„
m
f,
\/ k$N § /® \.
_ /
�
ova
( N. 43409
OF
>_ e Ur
m«%RLS ��P\- 87
RWYvttATh—T. POIMANENTVWW Pmdu2App—EM-ISD3M,..InBAO-4V•L-15037A.9, A
n{
a
S F—Isr—I
C1 I I
o gg�
iix NN .v�
W
F^ 95.W MAY. DOOR PANEL HEIGHT
A +
O I�i 7G 20
a YIA 1
0
EEE�
z IT
U 4
Ct
AN ��
m 1
�n
n
;.C;•. - - sir"%'t`-'•
A
KZ
Q
N
12 0.94'
2 I0
d�10 .y.....�/ iA���'
v,.•..Q�
Nw 43108
S g PRODUCT: Oxvnmu Pnpa�ia q. %epOeQ _
I•� I Im^ TNERMA TRU P.E. No F4JM91at ;;lOppDl;
IA N z N' A7/.A. %tjd1A1jjtt77,
i L PART OR A95EMEILY: �/J�] BUDDING CONSULTANM, If�C.
Iq y. ti N CLASSIC CRAFT '� "WP.0. Boi 7J0, ValAco, F1. 57909
DOOR PANEL DETAIIS, Phona No., 97a.e9e.e1a7
FOPE O.A. No. ew7J
O aG1 a w.w. ouawu.w Gwwe��rw,i rww.
ov��sr�m©
GI
EXTERIOR
0.667 EXTERIOR
f-0.66'
SIILE(WOOD) INTERIOR
SBLE(WOOD)
INTERIOR
00' MAX
36F-t�
HORIZONTAL CROSS SECTIONROSS SECTION
5
21,00' MAX
D.LO.
�I
w
SO
SIDELDEPANEI
Smooth Elm
EXTERIOR
CELLULAR 1 A 117 GLASS WE
1' THK. GLASS
GLAZING
TAPE
I/B' TEMPERED GLASS
AIR SPACE
5/32" ANNEALED GLASS
0.090' PVB INTERLAYER
(SAFLEX OR DUPONT BLITACrM
R10 X 1-1/7 PPH SMS 1/8' ANNEALED GLASS
DOW 995 OR SIKA 552 SWIGGLE GLAZING
3A SPACER
INTERIOR
GL IAIIMC DEIAIL
IA7, 1.3T r�
ii
n �
0.06'
8EXTERIOR FRAME INIERIORFRAME UIFFRAMEIRIM
lA (ALUM( (A
3AWM.) (AUU .)
FOAM CORE
(POLYURETHANE- %
13 PCF MIN.)
FIBERGLASS SKIN :; •:
(MIN 0.065'mICKNESS)
BOTTOM RAIL
(COMP.)
.;.
a
Z
8121112
N.T.S.
r;•++. -.
vac. er. JK
LFS 3
CROSS SECTIONCROSS SECTION
°FAM . "0'
5
rVER17CAL
FL-15037.9
11171
TOP RAIL 1.67-
GI
EXTERIOR A
[COMP.)
0.6e id
0.66' EXTERIOR
..........
7.
X.
E
STILE [WOOD) INTERIOR STILE [WOOD)
INTERIOR
36.00' MAX. HORIZONTAL CROSS SECTION
PANEL WIDTH
211UMAX.
D.L.O.
EXTERIOR j]5 Ll
I A 1/2'GLASS BITE
C E 1�I.A 1.1 l"THK. GLASS
TAPE
I/T TEMPERED GLASS
AIRSPACE
513T ANNEALED GLASS EXTERIOR INTERIOR
5 0.090"PVB INTERLAYER
(SAFLEX OR DuPONT BUTACTrE)
o QIOXI-I/TPPHSMS Vir ANNEALED GLASS EE
DOW995CIRSIK)ASMU 2A IWIGGLE GLAZING
A SPACER
0
E�INTERIOR
G
FIBERGLASS SKIN INN
0.06S'MCKNESSI
FOAM CORE
(P
OLYURETHANE
PCF MIN.)
0.0v BOTTOM RAIL
—T (COMP.)
@ @LIR1101 FRAME L 101 FRAME &MI—METRIM Dale 8/21/12
.
N.T.S.
@LIDI N11 JK
. .=A
LFS
2 VERTICAL CROSS SECTION
FL-15037.4
Iilll
GOT EXTERIOR l(OP RAIL 1.67-
COMP.1
Av
.. ......... ggv
pli §,j
n-
n
MILE (WOOD) STILE (WOOD)
INTERIOR
c z
36D0'MA)L )HORIZONTAL CROSS SECTION a 924 Q�
PANEL WIDTH
21.0(rMAX._
D.LO. 2 EXTERIOR
TA
C GLAZING IT GLASS BITE
ELLULAR I'THYLGLASS
TAPE
118' TEMPERED GLASS
AIRSPACE
513T ANNEALED GLASSal ��
EXTERIOR INTERIOR
0.090" PVB INTERLAYER
(SAFLEX OR DUPONT BLITACTTE) OT
#10X ]-]/Z'PPHSMWS I/Ir ANNEALED GLASS
I..
OR'S ) DOW 995, A.2 2A SMGGLEGLA7JNG
3 SPACER
0-- -1 N INTERIOR
GLAZING WAR
R
I'ar FIBERGLASS SKIN
(MJN0.D90'THlCKNESS)
FOAM CORE
T
ipoLYUREKANE-
.9 PCF MIN.)
@IMIIORFRAM6 1101 FRAME F BOTTOM RAIL 8121112
UZMEIIIM (COMP.) N.T.S.
ft JK
52 Lljfil.ANEL Im -T - LFS
FL-1503
.,a -Z- w -up-
R10ienb\Th—Tm PERMANENMoada Poch Appm l%\FL-=7Wn.an!p%NmnWi,-23037.MS Gi
®
D
DZ
Q
O m
G
O
Z
O
O03
� N
O P
-o V
N N
N
11\1..'gCTu
N..1349B
i _
,
y
S
PRODUCT:
TNERIAA TRU
Oocumanb Pnpwd aIn89OECF :
Lynaen F. sa ''•..�tgBo1�•��+�;Q�
m N C
2 N
N
P.E No. 43409mmle
CONSUL.TANE", ZINC �TTT
'jY�jY/ P.o. Box 230. Valneo, FL 33595
PART OR ASSEMSLY:^.'BUILUINO
ELEVATIONS
Phone '. 813.659.9197
FT3PE CA N.. 9BT3
_
0
® O N
O
W
ov
Ftj QaonMTh—Tru PEPAIANFNI a6de ProduCAppmalAFL-UMrDrewinACwent\FL-IM74x 9A
o
N 0
.Or
9N0
O V N
-
$.O2
� O
L
N
n
A
a
n
O O n
=
O A
m
aim
•t
��0
.. ..
.•. .. � .moo
ooz
�
mx
m
V A
PO 2
-OS O
4n Z
n
n
3
vp o
<.
z
tro
IS
O 3 Z
v�
Io r
MIN.
n
MIN.
Lb
O4
ISMA)L o 0
T 1SMAK
O
m
m
2
O
EH
z
I�
n
� a
O
In
�
.o to
m
O
1SMA%.
Z I0
tlo
A
IS
v�
n
rtAi
I-I/A'MN.
EMB. IT'IP.I
S
A
O
n
OO
0
a V m
0 To
Z7N
Zy
Im
Z
o
J����FLgCCf!A4/p ���ii
1.1/C MN.
EM B. PP.]
Z Na 434DO
tS� -fi 1 �. •.i -h
qq v
R ?
£I
PRODUCT!
THERMA-TRU
oounn.ne. Pnpond Bp HP720�
N F•A1t09 Id! '
P. /�A2�01��dDF-.r•
/g /lr 'W11j1
PART OR ASSEMSLY:
�1 -•
out LDIN0 CONSULTANTS. INC.
HORIZONTAL AND VERTICAL
RU P.O. 33585
zt0..559.9
CROSS SECTONS
N
PNDna A. o. GBI3 97
7
FBPE CA No. BB1J
0 v013
H.W.
BBILDIND
CDunDti�NTB INv.
ov��r�m
l:ll
..;...........�,^
NOTE:
I. Sdefife assy fastener. 6' from each
`��..
end and 6 nare saesys equolly
between fotal
= Yi
spaced (B scram
perlamb).
`y,• L
'`
_
•. a
/''I�/I11111111
``` Y
imcJ
Em
9
LLY m'\da`fV
40 41 42
A9N. M SEENOTEI
IXTERIOR
EXTERIOR
M SEENOIEI
gd rpyc��
3a U�
sn
z
EMB.
FMB. IiYP.1
27 49
50 51 52
K 4
40 41 42 24
L
50 51 52
0 EXTERIOR
24
o
�
` o
a=
L
INTERIOR
12
m
46
INTERIOR
INTERIOR
• 1
ats
"
CSINX
L
B
o
C InP-)
1 85 1
2
8
2
s
E
3
1 HORIZONTAL CROSS SECTION
%1 HORIZONTAL CROSS SECTION
�1 HORIZONTAL CROSS SECTION
10 OuMNng ronfguratWn shown
Inswing also opprovad
10 Out v ng configu a o shown
V Inswing also opprovetl
10 Oulsv g ronfigumBon shown
BssvAng also opprowad
—
,.
o
z
asa 8/21 12 i
v-m- N.T.S.
-e. sn; JK 'm
aec er. LFS 3
onw.nw sm� si
FL-150J7.4
ss¢n fO o 6 O
Ct96 'oN .N d9d
4016'699'"o r... ya
SNOLL035 SSOi10
vul virva�nawv�
v ina
•w,•n
a tov p
969CC la '--M-A -OM •00 •O•d1/�
pN 'Sl/Nll1lSN00 ONIOlR10in
7VOIjN3A
:AMMSSY tl0 1Wd
N v1
'
^ ml
M
111tl1// y� f
pYCY ro •3-d
1-
m
`��
o
VO�eI• ., n++ws '! Pv/l
dpppll6 1 r/ Puedud qu.uvmoa
Hill lM1YN3N1
:10p0071d
3
6
1.
-
tt. oowvrom
_
l dul'91N3
'NIW.i/l-I
U
,
z
z
WCo
L
lu
3mo
U
fs a
�}
A.
•�•
Q
Q
K
Q
Q
0
LI
�
1'aul'Sys
Q
�
NIW.4/t-t
Paul •ewa
'
'NIW.4/t-1
NIAll
Sl'0
m
• d
O
^
=
U
r
U
tinQ
gp
'y
0
m
WI iedw'ewa
'NIW.4/t-1
dtc fr`acros[-t�rv�V6w��a\cros[-vVlc,uaav Pnro+a mPwVNaNrt�ma ml
MAMnhkTAU:N Tn VENIMNENT\Reddm Pnauct Appm bVL.I 71DraMn9ACumvA FL-15037dwy 11A
1-1/4°MIN.
EMB. (TYP.)
m
c
°i
A
N
K
<
T
n
_
N
O
n
a
o
o'
0.15
I
-{
�BIR
°ao
p &
EMB. jIYP.I
'm W
•a
3
B
1-1/C MIN.
ail
EMB. CrYP.)
z
c m
y
z
101NN_
<
A
ohm
o
3
^
O
x
[O�
Z
I0
tl{?
r'
A
N
u
0
1-1/4°MBJ.
EMB. ("P.) 5ULugg74i
N. 43409
=
T _
Pfl000CT:
ooau:n.nt. Pnpane 0n � �. ppV80F
Ir I
W
i
m
THERMA
TRU
Lyndon F. Schmtyt f
`� E
P.No. 43409 /'a.f7/'I.
m
lilt
�//7(� BUILDING CONSULTANTS. IMP—
PART OR ASSEMBLY:
r- y
p
✓ l.�P.O. 90: 2J0. Valrlw. FL 33505
CROSSRSEC77C
Pnona Na.: 613.659.9197
F�PE CA No. Batt
-
117
II
I I
D
ttP. HEAD I I — ASTRAGAL
MASONRY 8, JAMBS I I SHOWN FOR
OPENING REFERENCE
I I
2X BUCK
I I
I I
II ��
I I
I I
I I
II
I I
9UCKANCHORING
CONCRETEANCHOR NOTES:
1. Concrete anchor focallom at the comers may be a�usted to maintain the min.
edge stance to modorjoints.
2. Concrete anchorlocations noted as MAX. ON CENTER"must be odusfed to
maintain the min. edge distance to mortarjoints, additional concrete anchors
may be requhed to ensure the MAX. ON CENTER-dunenslon are not exceeded.
3. Concrete anchor fable:
MASONRY,/
OPENING
2X BUCK—
ALFCNOR
ANCNOit
Ajl�f
MINittFARSTJCEi
ti11Ni;CLEARANCE:
7UMISQNRY
. fO ADJACElJl i
.::::'SfiE,;;.:i;;FN1BIDME......
;,;.:'EDGE;ri=_:fi:6rT=iLANCN012•=`c:
1rn o
1/' 4
1-1/r
r
4"
TAPCON
_
ELCO
ULTRACON
1/4"
1-1/4^
1"
4"
I. Maintain a minimum 5/9" edge distance, 1"end distance, & V o.c. spacing of
wood screws to prevent the splitting of woad.
Z. S r
I
',III/Illll111"`
ry N > n m
�8om�
e; D •:
DI II III
III II III
`'
E zg=�
TYP. HEAD
&JAMBS
pl II III
n! II II
=_
�I ASTRAGALAND FRAME III
—
3a �
III SHOWN FOR III
III REFERENCE
III I I IN
IN I I
a
IIN
IN II III
N
o
III II IN
III I I IN
W x
m
III I I IN
01 II III
I
al
a
g
�RINCIgMG
�m
M
I er LFS 3
wva Mo: �
FL-15037.4 0
xr 13 cr16 OM
3" 3"
SEE —
L DETAIL 1
—
MASONI
MASONRY
TY�� &
OPE14IN
OF.
— 4-9/16"JAMB I
I V FRAI
FRAFAE
6-9/16' JAMB D
10
— DIRECTTO
MASONRY
=
2X BUCK
- F TYP,SILL
I
2XB
DETAIL 2
I I I
I I I
L
SEE
DETAIL 1
q
- ttP.HEAD
- I 9/16"JAMB -
-
&JAMBS
D 6-9/16"JAMB
-
DIRECTTO
1E
MASONRY
-
- -
4-9/16"JAMB N -
—
6-9/16"JAMB p
FDI
JCK-
I P.SILL
RECTTO
MASONRY
SPSEE
ILL
-II
-
�-r
SILL
I -I
II 11
I II
4.9/16'JAMB N DIRECTTO , , - FRAMEANCHOWNG
FRAMEANCHOWNG 6-9116"JAMB p MASONRY
DIRECFTO
MASONRY N
1XBUCK H 29
2X BUCK L r
M
o ASTRAGAL 24.
K
DETAIL BOLY HOLE ASTRAGAL
DETAIL BOLT HOLE 24
CONCRETEANCHORNOTES: Ulsv4ng
1. Concrete onchorlocofiom of the comer may be aduslad to maintain the min. HfNGE DETAIL E, z i
edge distance to mortmichh, s 2- Concreteanchorlacaflomnofed as MAXON CEMER —t be..Wad to
maintain the min edge cstance to madwlolri6, additional concrete anchors DIRECTTO
may be required to enure the"MAIL ON CaWER"c9memion are not exceeded. MASONRY N 27
aConcrete anchor table
ANCFIpq
KNCHOR
M1N_..,J
MIN QLEARANCE
MIMCTEARANCE
SRE
EMBEDMENY
TOMAigNgr
top40,169N!-_
TYPE.
......:...iiNcNOR.:
RW a
TAPCON
1/4'
id/4-
Y
4"
ELCO a
ULTRACON
1/C
1-114'
1"
4"
IIW
TAPCON®
3/I6"
1.1/4"
3"
T-1/2'
IXBUCK G
26 LATCH DEADBOLTDETAfL
2X BUCK K SEE HINGE
DETAIL
\
o•
WOOD SCREW INSTALLATION NOTES: DETAIL 1
1. Maintain amiNmen5lTedge dWonce, l-enddutance.& 1-o.c. spacing of HINGEJAMB ASTRAGAL
vmadscrews fo prevent the 1plifling of wood.
e
—w E
ho F
—o
z
> 6 21 12
N.T.S. 9
z Be JK
c an LFS
uMleG Ne: C
FL-15037.4 n
as 14 a1 16 C
PAC0mt1\T—TN PFRMANFNI .dh Pmd dApp—1,\FL-15OT/\Orrningf\C-,e \FL-35037A.s 15A
MUM
B1
Bl
y N
Aam as �
V
s I � �
s
2.dB1'
y
i
B1
d
�, � Na A3109
C PRODUCT: oaam.nn vnpane ey.��OP
1 9 m THERMA TRU LTndon F. sahmlat '� R '(1.
LW. V V
h P.E Na AMOB `�'�y
m�I1- * wun11nn\
V [ L y PART OR ASSpABBUIIDINO CONSULTAtIiS, BIC.
ASTRAGAL DETAILS I'/ P-0 x 230. V41 B. F 33505
FBPE C,\. No. 8B73
0 vOf v p.W. BV�LCIlIY CON\YLTwNtO fwe.
BILL OFMAIFRIALS
11FM I
DESCIIPDON
MATFRMI
A
1XBUCKSG>=0.42
WOOD
B
2X BUCK SG>=0.42
WOOD
C
1/4'"MAX. SHIM SPACE
D
1/4"X2-3/4''ELCOOR UW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4"X l�/4"PFH OW CONCRETE SCREW
STEEL
G
3/16"x3.1/4"PFHffWCONCRETE SCREW
STEEL
H
1/4''x3-1/4"PFHfI1"lCONCRETE SCREW -
STEEL
I'
1/4''X2-1/4''PFH IfW CONCRETESCREW
STEEL.
J
1/4"X3-3/4"PFHITWCONCRETESCREW
STEEL
K
#8X2-1/2"PFH WOOD SCREW
STEEL
L
010X2-1/2'PFH WOOD SCREW
STEEL
M
#9 X 2-1/2" PFH WOOD SCREW
STEEL
1
HEAD AND SIDE JAMB (PINE)SG>=0.42
WOOD
7
MEDIUM REACH COMPRESSION WEATHER-STRIP
FOAM
11
#IOXI-1/7PFHSCREW
STEfl.
12
#10 X2° PFH WOOD SCREW
STEEL
18
THRESHOLD OUTSWING
ALUM./WOOD
22
INSWING SIDELITE ADAPTER
STEEL
23
OUTSWING SIDEUTE SPACER
STEEL
26
ASTRAGAL STRIKE PLATE
'STEEL
27
LATCH STRIKE PLATE -
STEEL
28
DEADBOLT PLATE
STEEL
29
4" X 4° HINGE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
INSWING THRESHOLD
ALUM./WOOD
40
FIBERGLASS DOOR PANEL -SMOOTH STAR
41
FlBERGIASSDOOR PANEL -FlBERCLASSIC
--42-
flBERGLASSDOOR PAJJE7.-CLASSIC CRAFT-
46
ASTRAGAL
ALUM.
47
ASTRAGAL FLUSH BOLT
STEEL
48
ASTRAGAL FLUSH BOLT RETAINER
STEEL
50
FlBERGIASS SIDEUTE PANEL -SMOOTH STAR
SI
FlBERGLASSSIDELffEPANEL-FlBFRCLASSIC
52
FIBERGLASS SIDELffE PANEL -CLASSIC CRAFT
86
1X MULLION (SG>=0.42) -
WOOD
1111
~�1p�am
...../^n
r -mm
'''1 * 111 `1`�� �'R > n
G--z36"---�� Al
Em zm m
1 �EaA�08 SIDE
cw
9 'minP
9 LL
;z
E o 3d
n �U
18 ODfSWING
Tlceshdd el m
0
5.83 }m
1.68 �{
I �
v
h
w w
L eo
33 INSWING '�'
Dve hod
k
�2193"j $ z
g
o
^o uz a
—f w>E 6 21 12 i
I MNT*S
MWINGSIDENEE'
Spacer7Y Adapter O