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Product Approval Menu>Application Detail
FL# FL20470-R1
Application Type Revision
Code Version 2017 RECEIVED
Application Status Approved
NOV 19 2018
Comments
Archived ST. Lucie C-ountyc Permltt:ing_
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
>- Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F. Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Uj Quality Assurance Entity National Accreditation and Management Institute
1 Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ryan J. King, P.E.
�. Validation Checklist-Hardcopy,Received
Certificate of Independence FL20470 R1 COI b)Certificate of Independence.pd
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM D638 1996
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
ASTM G7 1997
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
http://fioridabuilding.org/pr/pr_app_dtl.aspx?param=wGF,VXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxEle2YlMMLGdCkEKQ%3d%3d 115
11/6/2018 Florida Building Code Online
FL20470 RI Eauiv Eauivalencv of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 12/20/2016
Date Validated 08/18/2017
Date Pending FBC Approval 08/23/2017
Date Approved 10/10/2017
Summary of Products
Go to Page 0 Pagel/20 10
FL# Model,Number or Name Description
20470.1 a.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Single
Smooth-Star Door(Inswing/Outswing;X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II b)Inst 20470.1.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 20470.1 for Design Pressure Ratings,any FL20470 RI AE la) Eval 20470.1.pAf
additional use limitations, installation instructions and product FL20470 RI AE b)IT Plastics.2.pd�
particulars. Created by Independent Third Party:Yes
20470.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass Single
Smooth-Star Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO
configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II (j�_Inst 20470.2.p
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 20470.2 for Design Pressure Ratings,any FL20470 RI AE b)_Eval 20470.2 Rdf
additional use limitations, installation instructions and product FL20470 RI AE (b)TT Plastics.2.pd
particulars. Created by Independent Third Party:Yes
20470.3 C.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or
OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 RI II (jZ)_Inst 20470._p_df
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 20470.3 for Design Pressure Ratings,any FL20470 RI AE (b) Eval 20470.3.pdf
additional use limitations,installation instructions and product FL20470 RI AE (j)TT Plastics.2.pdf
particulars. Created by Independent Third Party:Yes
20470.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Single
Smooth-Star Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II (b)Inst 20470.4.gdf
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 20470.4 for Design Pressure Ratings,any FL20470 R1 AE 1p�Eval 20470.4.pd
additional use limitations, installation instructions and product FL20470 R1 AE lj)TT Plastics.2.pcf
particulars. Created by Independent Third Party:Yes
20470.5 e.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass Single
Smooth-Star Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO
configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II [jz)Inst 20470.5.odf
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 20470.5 for Design Pressure Ratings,any FL20470 R1 AE W_Eval 204215_d
http://Roridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxka9rWOzxEle2YIMMLGdCkEKQ%3d%3d 2/5
11/1,3/2018 Florida Building Code Online
additional use limitations,installation instructions and product FL20470 Rt AE (b)TT Plastics.2.pdf
particulars. Created by Independent Third Party:Yes
20470.6 f.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX or
OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F00470 RI II (h)Inst 20470.5.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 20470.6 for Design Pressure Ratings, any FL20470 RI AE 1b) Eval 20470.6.Rd
additional use limitations, installation instructions and product FL20470 R1 AE )TT Plastics.2.pdf
particulars. Created by Independent Third Party:Yes
20470.7 g.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single
Smooth-Star Door(Inswing/Outswing;X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II ())Inst 20470.7.Rdf
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 20470.7 for Design Pressure Ratings,any FL20470 R1 AE (h)_Eval 20470.7.Rdf
additional use limitations,installation instructions and product FL20470 RI AEfp)TT Plastics.2.p_df
particulars. Created by Independent Third Party:Yes
20470.8 h.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Single
Smooth-Star Door with Sidelite(s) (Inswing/Outswing;XO,OX or OXO
configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II fh)Inst 20470.8.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 20470.8 for Design Pressure Ratings,any FL20470 RI AE (b) Eval 20470.8.pdf
additional use limitations,installation instructions and product FL20470 R1 AE (b)TT Plastics.2.pdf
,juarliculars. Created by Independent Third Party: Yes
20470.9 i.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Glazed Composite Edge Fiberglass Double
Smooth-Star Door with or without Sidelites(Inswing/Outswing; XX or OXXO
configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 R1 II (¢)Inst 20470.9.Rdf
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 20470.9 for Design Pressure Ratings,any FL20470 R1 AE ( Eval 20470.9.pd
additional use limitations,installation instructions and product FL20470 R1 AE fj)TT Plastics.2.Rdf
particulars. Created by Independent Third Party:Yes
20470.10 j.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single
Smooth-Star Door(Inswing/Outswing;X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 RI II l)2) Inst 20470.10.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: NIA Evaluation Reports
Other: See INST20470.10 for Design Pressure Ratings,any FL20470 RI AE b) Eval 20470.10.pd
additional use limitations, installation instructions and product FL20470 R1 AE fb)TT Plastics.Lp_f
particulars. Created by Independent Third Party:Yes
20470.11 k.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Single
Smooth-Star Door with Sidelite(s) (Inswing/Outswing;XO,OX or 0X0
configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL20470 RI II (b)Inst 20470.11.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 20470.11 for Design Pressure Ratings,any. FL20470 R1 AE (b) Eval 20470.11.pdf
additional use limitations,installation instructions and product FL20470 R1 AE (h)TT Plastics.2,gd
particulars. Created by Independent Third Party:Yes
20470.12 I.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Glazed Composite Edge Fiberglass Double
Smooth-Star Door with or without Sidelites(Inswing/Outswing; XX or OXXO
configurations)
Limits of Use Installation Instructions
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FRECEIVED FILE
Copv
NOV 1 9 2018 ,,,,�T1tilTFF,
THERMAITRU" ST. Lucie County, FoPrYi( fn A
�74.75"MAX.O .FRAMEWIDTHRiz `
_ �
ign
DOORS , / =N * ' gym
Fiber-Classic.. & Smooth-Star. Z Z ` 'p o;;``'
� i NT nn+ i Binz'
COMPOSITE EDGE �o �0 X o X N �� 9��W
GLAZED FIBERGLASS DOUBLE DOOR W _ m a a
w/ or w/out SIDELITES /i% ,i/' 0Z
INSWING OUTSWING
fi JIxO
g 152.75'MAX O.A.FRAME WIDTH
GENERAL NOTES X. a b
37.5"MAX. 74.75"MAX.FRAME WIDTH-�I m Ad
1. This product evaluation drawing has been developed in compliance with the 6th Edition(2017)Florida Building '- FRAME WIDTH
Code(FBC)Including 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 / o
beyond wall dressing or stucco.
o 0
0 3. When used in the"HVHZ"this product compiles with Section 1626 of the FBC and does not require an impact
resistant covering. d m
a 4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product compiles with FBC O O o E2
Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level mO X ® X o
F. "D"and Includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1 J-2&R301.2.1.2.1. 7��j p ^
"r 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry °D W z
construction. / / / / o
in6. Site conditions that deviate from the details of chis drawing require further engineering analysis by o licensed
engineer or registered architect.
L
n 7. This product meets the water infihation requirements for the"HVHT'. o
c 8. Outswing configurations using Coastal Sill](Rem$19)&Composite STI(item H16)under active doors meet water
inlltrailon requirements for"HVHZ".All other configurations do not meet the water infiltration requirements for the ^J�'"HVHT'and shall be installed only In non-habliable areas or at habitable locations protected by an overhang or'gcanopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. DESIGN PRESSURE(PSF) DESIGN PRESSURE(PSF) _
TABU OF CONTENTS CONFIGURATION LOCK INSWING OUTSWING " �
W SHEENDESCRIPTION SHEEP$ HARDWARE DATE 08102116 z
Z 1 Typicalevations,De gnPressures&Gener Notes B Vertical Cross Sections Threshods POSITIVE NEGATIVE POSITIVE NEGATIVE n
2 N
Door Panel Detalls 9 Buck Anchoring XX,OXXO Latch&Deadbolf +50,0 -50.0 +50,0 -50,0 Dwo : JK m
3 Siderite Panel Details 1D FrameAnehonn CHx.BY. LFS
4 Elevations 11 Hardware Details XX,OXXO Multipoint +55,0 -55,0 +55.0 -55.0 owvnHOHo.; x
€ 5 Horizontal&Vertical Cross Sections 2X Buck 12 GWz ng Detol s m
€ 6 onzonta& ertica Cross Sechons 1X Buck 13 Components See Sheet 4 for Hardware Specifications FL-20470.9 0
y 7 Horizontal&Verticai Cross Sections larect to Masonry14 1 Bill of Materials SHeer1
OF 14
13
V's
G1 EXTERIOR
07
33
Z.'Oe
z
q
...........
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14 rJ
COMPOSITE 3'R
COMPOSITE FLUME INTERIOR LOCK STILE (a .�! ,
CAP (ENGINEERED WOOD) (0.023"THK.) (ENGINEERED WOOD) CAP 'z 0,0
41 (� 0 p..z
rl-'%HORIZONTAL CROSS SECTION SITE HINGE
STILE
LCOMPAOP (ENGINEERED
T DIA.MAX. 0.406" G1 EXTERIOR 3.6' Sow
0.7. 0.406' 5 6 0
.x
Lc
E cz
0 0
0000 c uj
000 000
INTERIQ4*R
DErAiL A-A STEEL REINFORCEMENT ITILE COMPOSITE
PANEL REINFORCEMENT 28.86%OPEN COMPOSITE LOCK s
(0.023'Thick Steel) HINGE STILE 5 :NT (ENGINEERED WOOD) CAP
AREA MAX. CAP (ENGINEERED WOOD) (0.023-THK.) r2"\HORIZONTAL CROSS SECnON
#8 X 2.5PFH WS(TYP.@ EACH DOOR CORNER)
TOP RAIL L
(COMPOSITE/
36.0"MAX.DOOR613'MAX,DOOR 35.813•'MAX.DOOR ENGINEERED WOOD)
35.
PANEL WIDTH PANEL WIDTH PANEL WIDTH
CD
FOAM CORE
(POLYURETHANE-
i� 1.9 PCF MIN.)
r2
a K27
ry
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0 0
rn 03 m Ln
Ln =
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It 0 0 0
0
-T STEEL REINFORCEMENT J..
tt
(O.D23-THK.)
v,
to
c;
Z-1
FIBERGLASS SKIN we 08102116
(0073-THK) t scut
N.T.S.
BOTTOM RAIL I
M.BY. i
1.71 (COMP.) 1.71" cw.ue.. FS
!D N:0�-
r3"�VERTICAL C r4 \VERTICAL 2�47
': 0.9
DOOR PANEL DOOR PANEL DOOR PANEL 0
BOOK 41 DOOR
P ' 42 0 F! '
(�Abrid—Door DOOR
or 2 1.4
J1 ROSS SECTION L CROSS SECTION
40 BOOK
\\111111!1//j�
EXTERIOR 1.T' `���`O�• •• �A it
0.66" Gl 0.66" i
TOP RAIL rn
_ r (WOOD) ��� ')••. g�.� 3 m
••...... (i�� zmro
P
h� vc�mZzd°
• \('� �`
X
z Zti
STILE FOAM CORE V r X�g 9 m e w
STILE INTERIOR y,OOp (POLYURETHANE- a mrd 5 r T
(WOOD) ( ) 1.9 PCF MIN.) m IL
STEEL REINFORCEMENT o o
(0.023"THK.) E
3`d
e HORIZONTAL CROSS SECTION
b a
QOjpW
O
3 m a
36.00"MAX.
E
PANEL WIDTH 0:
NTERIOR O
3 a
�m
u G1
s i
F N
F N
Pu o
TV)
v ® 3 STEEL REINFORCEMENT
(0.023"THK.) a
C Z3 z
FIBERGLASS SKIN C m
aC (0.070"THK.) w
s ^ 2"DIA.MAX. r a
i I;
Inz
W
O Q DATE:08102116 z
BOTTOM RAIL
SCALL N.T.S. d
000-010-0 0 0 (WOOD) M.BY.
JK m'
!i
2
D DETAIL A•A STEEL REINFORCEMEM VERTICAL CROSS SECTION DPAW D' LFA
NO--
PANEL 3
50 SIDEIRE PANEL AREA MAX. 3 F1-20470.9 0
� (0.023"fiickSleel) N
SHEET ,3 OF 4
8
a
`��iirrrrutrii
3 3 3 5 3 3 5 d d d %�':. • ' . d m
5 6 7—/ 7 5 6 7 5 6 7 ��if�y ..p 0 ���~ }m
4 rrNr rrtti��� z
OZ
sq. 0�
2
$ X ° 5 X � Q X O 6 X � 2 z
6 �
J
L///�
0
� 4 D 4 D a.
A T 3 I-A \ SEE HARDWARE CHART $ $ $ �$ SEE HARDWARE CHART $ $
ELEVATION N
ELEVATION OXXO o
xX a
FIARDWA(2E7,48ft'. i
® 77777P
I Mie
z
MANUFACTURERI FIT
Hai
I EEL
KNOB: FST n o 0
SCHIAGE DEADBOLT: B60 -z °
DATE,08'02116 i
KWIKSET KNOB: SIGNATURE SERIES sDArE N.T.S.I LL---U 19L L 9
DEADBOLT: SIGNATURE SERIES(980) DM er: JK m
MULTIPOINT:MPDGSB CKX.or: LFS 3
Fiber-Classic(Smooth-Star Door Pane!00110!15 ;F"L-2�0*470.9
"HD
(3 pt.Manual ShaofboiT)Panel options shown are lorllustration and ore representative only
L(=THERMAETRIJ)
(simlar glazed panel conBgurotions are olowed) CT_4 on 14
n
V.
V.
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1.15'MIN. Notes: J��`�•.'' . •�0��i
E EMB, P.) 1.Sldelite assembly screws located 6"from each end and 5 more screws
equallyspaced between 17 screws total perside)amb). rn
B C E 2.Siderite assembly screws located 3"from each end&at centerline
B (3 screws along head Jamb). %Wt y z° &i O—7 a!^
0.15"CSINX C L e°. ° D 'i��i .....-•O `�� a c m
o n
EL
In'P) 0.15"CSINK �i/// P 1�%� >> m
• P ° 1TyP) v I I11N z
z io z
1 E
°• SEE NOTE 1 Z o=a
D
6 ° oN maa(n
• INTERIOR B ` Z '0
L p�
y v ^ '
N ° ~ C
d CCCU777
m
IYO
• d 23 24
Ua
LEXTERIOR
1
Flf� S0 D n 6
1-114-MIN L
Oy
EMB,(TrP.) 29 42 EB.RYP EXTERIOR INTERIOR r o 0
o
1
HORIZONTAL CROSS SECTION2_ HORIZONTAL CROSS SECTION 0:
$ own w/2X Buck 5 5 own w/2x Buck 3 VERTICAL CROSS SECTION a
Outswing shown(Inswing similar) Outswing s
e 9 shown(Inswing 9imlar I 5 Shown w/2X Buck ><
Outswing shown(Inswing similar) rro
1 L 88 D
k E ° v •° a
o ° ° ' N
° ° O
SEE NOTE 1 20 ° x En
25 6 7 6Q
B -�- L z
m d u
tl C = I
1 -�
25
SEE NOTE 27Tfl 'z
25 11 50 z aTE'08/02/16
50 L 23 Y4 40 41 4227 40 41 42 srwm- N.T.S.
29 40 41 42 EXTERIOR INTERIOR o °W0•e1•' JK m'
2
~ 5 HORIZONTAL CROSS SECTION owc er: LFS
Outswing shown(Inswing sim lar 6 HORIZONTAL CROSS SECTION 4 VERTICAL CROSS SECTION wwvwo wo.:
5 9 1 5 Outswing shown(Inswing similar]
$ Shown w!2X Buck FL-20470.9 o
o Outswing shown(Inswing similar)
-SHEET 5 ov 14 "
-- C�
a
`1111111111////
Notes: `��
1.SideUle assembly screws located 6"from each end and 5 more screws
equally spaced between 17 screws total per side jamb).
2.Sidelide assembly screws located T from each end&at centerUne
(3 screws along head jamb). E
1'r
[` ii po8n°�i
U N
A C ja $ Em. ? °Zv
u cW
� � me
C E U:o
40 41 42 1 z
°v C �a
,° 6 1 4
°a 1 EXTERIOR INTERIOR
° 6 50 v r gz
o3 VERTICAL CROSS SECTION
INTERIOR m
G L 6 Shown
Outswing shown(Inswing similar) lZ
m N
C,
=z
` 23 24 EXTERIOR 25 °
SEE NOTE 1 c °o n
1-1/4°MIN. 29 40 41 42 1 A N y
EMB.(TYP.) _ 8 0
1-IMMIN.
EMB.(TYP.) A
1 HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION m
6
Shown W1X sub uck6 S ownw 1Xsub• uc 25
Outswing shown(Inswing similar) Outswing shown(Inswing simI or)
SEE NOTE 2
� � z
50 =
o
EXTERIOR INTERIOR o 0
Q Z U
Ej DAl 08102116 =
4 VERTICAL CROSS SECTION s"z- N.T.S.
6 Shownw/1Xsub-buck DWG.BY. JK m
12 0 zngshown(Inswing similar) cNK W. LFS ;
DRAMNO NO.'.
d
FL-20470.9 0
SHM_jL OF 14
5
a
ttlllllll///��
``�A
MAX. 21.5" 1.5"
m 125' 2 k Cd 2
E —"� MIN. E MIN E —'� I MIN. +N'y Qz 4;f n
CP CO
z
1 C 1 1 � fox
C
P Vt` �°' 9�g c
m
Ow
40 41 42 40 41 42 0 50 0 LL
SEE NOTE 2 E°
v
EXTERIOR INTERIOR 3r1
EXTERIOR INTERIOR EXTERIOR INTERIOR „•�
^ i
ri`�VERTICAL CROSS SECTION
y Shown Direct to Masonry D VERTICAL CROSS SECTION e VERTICAL CROSS SECTION
Outswing only w/49/16'jamb 7Shown Direct to Masonry y Shown Direct to Masonry
Double Door Only(N/A w/Sidelites) Outswing only w/6.9/16 Jamb Outswing only w/6.9/16'Jamb
Notes:
1.Sidelile assembly screws located 6"from each end plus 5 more �.
R equally spaced between(7 screws total per side jamb). �y
2.Sidelite assembly screws located 3"from each end&at centerline
(3 screws along head jamb). o
a a to
z
INTERIOR
z
^� r
40 41 42 z
o
INTERIOR IMERIOR c a? Z In
N 40 41 42 50
M M
1-1/4"MIN. ° ° o N i
EMB.(TYP.)
. Q J
E ° EXTERIOR
0
1-IM,MIN. EXTERIOR EXTERIOR 25 E ^Z
j EMB.(TYP.) SEE NOTE 1 1-1/4"MIN. Dm- 8110116
i
EMB.(11'P.) scAm N.T.S. °
F 1 HORIZONTAL CROSS SECTION
4 HORIZONTAL CROSS SECTION �2-�HORIZONTAL CROSS SECTION oxro,er JK m
7 Shown Direct to Mason 7 Shown Direct to Masonry y Shown Direct to Masonry CML BY. LFS 3
OutsWng only w/4-9/16"jamb Outswing only w/6-9/16'jamb Outswing only w/6.9/16 jamb DRAWM No.: x
Double Door Only(N/A w/Sidelites) FL-20470.9
0
sr�r 7 or 14 N
oC
Notes 0---
1.SII Item Its 17,18,32,34,35,36,37,38 8 39 are attached to jambs w/(3)#8 X 2-1/2'pfh screws at each and.
SBI Item#'s 16 833 are attached to Jambs w/(2)#8X 2.1/7'pfh screws at each end. F a
Sill Item#15 6 attached to jambs utilizing(2)#10 X 2'pph SMS at each end. Z: * °'"►- I$
2.Siderite assembly screws located 3"from each end 8 at centerline(3 screws along sill). O ti
INTERIOR EXTERIOR INTERIOR EXTERIOR ///r/r 1 ps o o
40 41 42 4D 41 42 9V g=° ?mew
g EXTERIOR INTERIOR g �' m°a a
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B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL '�.`� Z •
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E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 29 4'X 4"HINGE STEEL 111 1 Z m z°
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J 1/4"X 3,3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP .
L #10X2-1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL 36 INSWING THRESHOLD ALUM/COMP oZ
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP o a
N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 36 INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
s 1 JAMB(FINGER JOINT PINE) WOOD 40 DOOR PANEL(BOOK)
6 WEATHERSTRIP(MEDIUM REACH) FOAM 41 DOOR PANEL(HYBRID) - S
7 WEATHERSTRIP(LONG REACH) FOAM 42 DOOR PANEL(Ul)
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16 OUTSWING THRESHOLD ALUM/COMP 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL
17 OUTSWING THRESHOLD ALUM/COMP 80 ASTRAGAL STRIKE PLATE STEEL 'm
18 OUTSWING THRESHOLD ALUM/COMP 88 2X MULLION(SG>=0.55) WOOD
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24 #10 x 1"PFH WOOD SCREW STEEL CONCRETE ANCHOR NOTES: o
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