HomeMy WebLinkAboutNOA Updated for SLC DoorsR W R W Building Consultants, Inc.
BConsulting 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 of Authorization No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma-Tru Corporation
Fiber -Classic and Smooth -Star
Exterior
Exterior Door
118 Industrial Dr
Composite Edge Glazed Fiberglass Single Door
Doors
Assemblies
Edgerton, OH 43517
Inswing / Outswing
Phone 419-298-1740
"Non -Impact'
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept.
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 6th Edition (2017) 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 borne debris protection, this product is required to be protected with an impact resistant covering
that complies with FBC Sections 1609.1.2 & R301.2.1.2.
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 -20461.9 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of
installation
7. See drawing FL -20461.9 for size and design pressure limitations.
Supporting Documents:
1. Test Report No.
TEL 01460145
TEL 01461721
TEL 01461573
2. Drawing No.
No. FL -20461.9
3. Calculations
Anchoring
Test Standard Testing Laboratory Signed by
ASTM E330-02 Testing Evaluation Lab.,lnc. V.K. Wright
ASTM E330-02 & ASTM E331-00 Testing Evaluation Lab.,lnc. V.K. Wright
ASTM E330-02 & ASTM E331-00 Testing Evaluation Lab.,lnc. V.K. Wright
Prepared by
RW Building Consultants, Inc. (CA #9813)
Prepared by
RW Building Consultants, Inc. (CA #9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation &
Management Institute, certifying that Therma-Tru Corporations is
manufacturing products within a quality assurance program that
complies with ISO/IEC 17020 and Guide 53.
Sheet 1 of 1
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
1111111//1,1j,',�
SCHIy
No 43409
��;• y�J
11 O STATE OF
�,� O R 0 Lyndon F. Schmidt, P.E.
®N`12/7/2017
`,,�� FL PE No. 43409
I ��111111100%
'fit••
Fiber -classic. & Smooth -Star..
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
INS WING JO UTS WING
NOWIMPACI"
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 6th Edition
(2017) 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 is
required to be protected with an impact resistant covering that complies with
FBC Sections 1609.1.2 & R301.2.1.2.
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 this drawing require further
engineering analysis by a licensed engineer or registered architect.
6. Fiber -Classic & Smooth -Star Door panels require the use of "J" part
numbers and must be stained or painted within six months of installation.
C
c
a
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Door Panel Details
4
Elevations
5
Horizontal & Vertical Cross Sections (2X Buck)
6
Horizontal & Vertical Cross Sections (1 X Buck)
7
Horizontal & Vertical Cross Sections (Direct to Masonry)
8
Vertical Cross Sections (Thresholds)
9
Buck & Frame Anchoring
10
Hardware Details
11
Glazing Details
12
Components
13
Bill of Materials
C
c
a
See Sheet 4 for Hardware Specifications
�i
� 4�0
Q qtr
j (Pco
O M Z
U N
0
v v U x Z Q
a t0 m m U
U� J 0 a.
NM O a
a.m n: a. °5°
U.
C0
=w
o �a
WIDTH
I
W
DESIGN PRESSURE (PSF)
DESIGN PRESSURE (PSF)
CONFIG.
0 O
Z Z
N ¢
DOOR GLAZING
MAX. D.L.O.
LOCK HARDWARE
INSWING
H
:Z O�
X O
POSITIVE
v
/�
POSITIVE
:w -
X
OZ
Q
i r t`!=
+50.0.
-50.0
+50.0.
00 UJ
~m
Lip Lite
21.12" X 63.12"
W
O�
See Sheet 4 for Hardware Specifications
�i
� 4�0
Q qtr
j (Pco
O M Z
U N
0
v v U x Z Q
a t0 m m U
U� J 0 a.
NM O a
a.m n: a. °5°
U.
C0
=w
o �a
I
W
DESIGN PRESSURE (PSF)
DESIGN PRESSURE (PSF)
CONFIG.
LITE INSERT
DOOR GLAZING
MAX. D.L.O.
LOCK HARDWARE
INSWING
OUTSWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
OZ
Latch.& Deadbolt
+50.0.
-50.0
+50.0.
-50.0
~m
Lip Lite
21.12" X 63.12"
U
O�
w
0
X
t-
a
D:
n
a
a
X
Multipoint
+50.0
-50.0
+50.0
-50.0
X
Molded
Open
21.12" X 63.12"
Latch & Deadbolt
+50.0
-50.0
+50.0
-50.0
X
Multipoint
+55.0
-55.0
+60.0
-60.0
X
Latch & Deadbolt
+55.0
-65.0
+55.0
-55.0
Flush Glazed
24.12" X 63.38"
X
Multipoint
+55.0
-65.0
+55.0
-55.0
X
Latch & Deadbolt
+55.0
-65.0
+55.0
-55.0
Flush Glazed
26.0" X 63.38"
X
Multipoint
+50.0
-50.0
+50.0
-50.0
See Sheet 4 for Hardware Specifications
�i
� 4�0
Q qtr
j (Pco
O M Z
U N
0
v v U x Z Q
a t0 m m U
U� J 0 a.
NM O a
a.m n: a. °5°
U.
C0
=w
o �a
RR
DATE: 611116
SCALE: N.T.S.
M. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
1 OF 13 1 (
I
W
C7 p
Z
un
0
=O
Z W
OZ
J
M
:2Lei
~m
Q
J�
U
O�
w
0
X
t-
a
D:
n
a
a
RR
DATE: 611116
SCALE: N.T.S.
M. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
1 OF 13 1 (
1.198"
0.5"
ImEws•�i,1„1
��
rvirVal F- HINGE STILE
CAP (ENGINEERED WOOD)
A
1.198"
1.875' i-•— 0.5"
ImfMk OIN
1 HORIZONTAL CROSS SECTION
Shown w/ Lip Lite Glazing
COMPOSITE
-- CAP
LOCK BLOCK STILE
(12.5' LONG LVL) (ENGINEERED WOOD)
1.875'1
1.198”
\ 0.406"
CAP
COMPOSITE HINGE STILE Gl G2 INTERIOR LOCK BLOCK \ STILE
CAP (ENGINEERED WOOD) (12.5" LONG WOOD) (ENGINEERED WOOD)
2 HORIZONTAL CROSS SECTION
2 Shown w/ Molded Open Lip Lite Glazing
36.0" MAX. DOOR
PANEL WIDTH
3
Z
(D 21.12" MAX. z 0
= D.L.O. U-) g =
Z LIP LITE GLAZING W z
F- Q
n J CL
fie cx
0 =i
p X.
O• c; 00
N / N
/ M
D
4O DOOR PANEL
BOOK
35.813" MAX. DOOR
PANEL WIDTH
41 DOOR PANEL
Hybrid Door
35.813" MAX. DOOR
PANEL WIDTH
42 DOOR PANEL
U 1 Door
IMTFRIC
[e:11
TOP RAIL
(COMPOSITE/ENGINEERED
/ WOOD) \
:t
FOAM CORE -
(POLYURETHANE -
1.9 PCF MIN.)
n
0 �rn
'�ryC®o•��i�
1Za o
rn�
`, r -
Q0) M
0NZ
41 0 x Z
E o, Z 0
VO C W
o a�amma.
�z°
CU Li
D' r�
37a:
a
N O
O Z
N
WWg
n�t-0co
Of 5 O- J
CJ ti
C] W
WFIBERGLASS
®rN,
NN
SKIN
o(0.073"
THK.)
N
o
,
N
0
DATE 6/1/16
scA� N.T.S.
BOTTOM RAIL
�-•-1,71"
I
DWG'BY: JK
I-- -1.71" -�-I
(COMP.)
—may
CHK. BY- LFS
3 VERTICAL CROSS SECTION 4
VERTICAL CROSS SECTION
DRAWING No.:
FL -20461.9
2 Shown w/ Molded Open Lip Lite Glazing 2
Shown w/ Lip Lite Glazing
sHEu 2 of 13
OMPOSITE HINGE STILE
CAP (ENGINEERED WOOD) rl—"� HORIZONTAL CROSS SECTION
Shown w/ Flush Glazing
MPOSIfE HINGE STILE
CAP (ENGINEERED WOOD)
36.0" MAX. DOOR
PANEL WIDTH
3
!3)—
=l
LLJ
r D.L.O.
Z (FLUSH GLAZING)
x
0
0
0 1 le
(43) DOOR PANEL
BOOK
G3) EXTERIOR
INTERIOR
HORIZONTAL CROSS SECTION
111$ Shown w/ Flush Glazing
35.813" MAX. DOOR
PANEL WIDTH
1.198"
1.875'-
I
LOCK BLOCK
(12.5" LONG WOOD)
DOOR PANEL
Hybrid Door
COMPOSITE
,CAP
\ STILE
(ENGINEERED WOOD)
CAP
'STILE
(ENGINEERED WOOD)
35.813" MAX. DOOR
PANEL WIDTH
45 DOOR PANEL
U I Door
TOP RAIL
(COMPOSITE/ENGINEERED
WOOD)
FOAM CORE
(POLYURETHAN
1.9 PCF MIN.)
INTERIOR EXTERIOR
o
00
0
6
Z
CC?
(0.073 THK.)
1
11,E
00
01
CD
INTERIOR EXTERIOR
rFVERTICAL CROSS SECTION K'4—"VERTICAL CROSS SECTION
�1$ Shown w/ Flush Glazing K:iTlhown w/ Flush Glazing
DATE. 611116
SCALE N. T. S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEEr 3 OF 13
00
FIBERGLASS SKIN
CC?
(0.073 THK.)
o
BOTTOM RAIL
1.71"
(COMP.)
1.71
rFVERTICAL CROSS SECTION K'4—"VERTICAL CROSS SECTION
�1$ Shown w/ Flush Glazing K:iTlhown w/ Flush Glazing
DATE. 611116
SCALE N. T. S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEEr 3 OF 13
W.
5A,6/\,7��7
5/L6A7 A,7
O
8J�81 \8 A8
5/\6A7/\7
SEE HARDWARE
CHART
Fiber-ClassicJSmooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for illustration and are representative only.
-eta •j
•��`�:'� •®SII'.
Z 4 rn
to
�• ••.,• j,- Z O 6) MI
to
ZM o0 Z
U N
(00++ Q
0 x Z
O` Eq) Z 0 O U 0°
-E,,0* m m
[W
) p 0 0m
a d m a: a.
EO
� [ Z
0 [W
0 JPO.
0
HARDWARE:TABLE
MANUFACTURER
:= ,
MODEL
KNOB:
F51
SCHLAGE
I= w
ED_
E
N
a
W
DEADBOLT:
B60
o
o
KNOB:
SIGNATURE SERIES
KWIKSET
DEADBOLT:
SIGNATURE SERIES (980)
HOPPE
MULTIPOINT:
NLS 9000 SERIES
(3 pt. Manual Tongue)
Fiber-ClassicJSmooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for illustration and are representative only.
-eta •j
•��`�:'� •®SII'.
Z 4 rn
to
�• ••.,• j,- Z O 6) MI
to
ZM o0 Z
U N
(00++ Q
0 x Z
O` Eq) Z 0 O U 0°
-E,,0* m m
[W
) p 0 0m
a d m a: a.
EO
� [ Z
0 [W
0 JPO.
0
Z
m
I= w
ED_
E
N
a
W
V
'`
o
o
0
Q
0.
D.
�
��J111111
IIII
I
Ili
Fiber-ClassicJSmooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors.
Similar glazed panel configurations are allowed.
Panels shown are for illustration and are representative only.
-eta •j
•��`�:'� •®SII'.
Z 4 rn
to
�• ••.,• j,- Z O 6) MI
to
ZM o0 Z
U N
(00++ Q
0 x Z
O` Eq) Z 0 O U 0°
-E,,0* m m
[W
) p 0 0m
a d m a: a.
EO
� [ Z
0 [W
0 JPO.
0
Z
m
I= w
ED_
E
N
a
W
V
'`
o
o
0
Q
0.
D.
DATE: 611116
scALE: N. T. S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 4 OF 13
0
E
B C
d O d O
1-1/4" MIN.
EMB. (TYP.)
0.15'C -SINK
6
INTERIOR
23 24 EXTERIOR
29 40 41 42
43 44 45
r2-"'\ HORIZONTAL CROSS SECTION
Shown w/ 2X Buck
Outswing shown (Inswing similar)
1 VERTICAL CROSS SECTION
5 Shown w/ 2X Buck
Outswing shown (Inswing similar)
0.15" C -SINK
(nP)
7
C
1.15" MIN.
EMB. (TYP.)
p °
p
°
p.
d p
°
c
p
°
p.
EXTERIOR
40 41 42 27
43 44 45 1
3 HORIZONTAL CROSS SECTION
5 Shown w/ 2X Buck
Outswing shown (Inswing similar)
0
U
SPP
IN
`� ••;
0)
.yp..to
.► ♦ O)
CO I- O O)
PV
1 1111 o M M z0
00 a+ U N
v 'a X Z Q
o aro Om@U
0 0 �� _j oa
NM O
°' m aaM
LL
r
OC 6
v C W (,Y
0 J a
Y
;5=3
or O j�
F n
(n J
W� W -J0
I=w �ONS
_m cc OV)
D _�
O U
d d
1-1/4" MIN.
EMB. (TYP.)
LU
0
DATE: 611116
SCALE: N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 5 of 13
1-1/4" MIN.
EMB. (TYP.)
E
A
1 X Buck to be secured to
masonry by others
WE=00
2 HORIZONTAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
4041442
43 4 7
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
C
3 HORIZONTAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
.t1111111i..
�r _F-
/
D:
CD
to
Z
r
W'
O
tn; 76
J
W
0
C-
Ca
Z
I
O
O
I►►rr
D
D
C
O M 2
ONN ••
O
0-
00
v O x Z Q
z mo CJ
0 t
O
p m
o V 't J0 0.
fn M O
a d' m 4. 00.. m
° LL
6
o
C
0 �w
S 3`D:
R
4041442
43 4 7
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
C
3 HORIZONTAL CROSS SECTION
6 Shown w/ 1 X sub -buck
Outswing shown (Inswing similar)
.t1111111i..
'MIN.
(TYP.)
�r _F-
/
D:
CD
to
Z
r
W'
O
tn; 76
J
W
"'Z
Fo 41: p -- -' r
C-
Ca
Z
I
O
O
I►►rr
O
C
O M 2
ONN ••
O
0-
00
v O x Z Q
z mo CJ
0 t
O
p m
o V 't J0 0.
fn M O
a d' m 4. 00.. m
° LL
6
C
0 �w
S 3`D:
'MIN.
(TYP.)
CL C tZ O
o Z
N
W W �
t
CL to U)
O
O W
O ¢ N
Q
r
DATE: 611116
SCALE- N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 6 OF 13
Y
Um
D:
1:0Cj
Q�
r
c:8Z
in
W
J
W
hJ-O
Ca
N tW
C�
O
O
=a
O
C
U
O
0-
Q
i
CL C tZ O
o Z
N
W W �
t
CL to U)
O
O W
O ¢ N
Q
r
DATE: 611116
SCALE- N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 6 OF 13
0
v
1-1/4" MIN.
EMB. (TYP.)
E Ao
E I 1.S,
MAX.
v v °
EXTERIOR "///� INTERIOR
1 VERTICAL CROSS SECTION
Shown Direct to Masonry
Outswing only w/ 4-9/16' jamb
E
INTERIOR
43 44 45
40 41 42
2 HORIZONTAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 4-9/16' jamb
EXTERIOR
1
A
E 1.61
v D MAX.
v
C 43 44 45
40 41 42 1
EXTERIOR INTERIOR
0
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE _ ± 55 PSF
w/ SECURITY STRIKE = ± 60 PSF
h�--�-t-1-1 /4" MIN.
f EMB. (TYP.)
3"� HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Outswing only w/ 4-9/16' jamb
A
4 VERTICAL CROSS SECTION
7 Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
1
EMB. (TYP.)
% 5 HORIZONTAL CROSS SECTION
Shown Direct to Masonry
Outswing only w/ 6-9/16' jamb
E
.>>•ilitll�,.
p�
IL
INTERIORd
w
o
a
w
5
43 44 45
Z
aQ
x
V%
40 41 42 N
0
00
E
Ci
aQLj
a
o
m
O
r-
h
N
w
Q
EXTERIOR E
V)
a
^
z
M 1-1/4"MIN.
DATE: 61/16
EMB. (TYP.)
SME: N.T.S.
6 HORIZONTAL CROSS SECTION
DWG. BY: JK
Shown Direct to Masonry
CHK. BY: LFS
Outswing only w/ 6-9/16' jamb
DRAWING NO.:
FL -20461.9
sHm 7 of 13
Notes:
I. Sill Item #'s 17, 18, 32, 34, 35, 36, 37, 38 &39 are attached to jambs w/ (3) #8 X 2-1 /2" pfh screws at each end.
Sill Item #'s 16 & 33 are attached to jambs w/ (2) #8 X 2-1 /2" pfh screws at each end.
Sill Item # 15 is attached to jambs utilizing (2) # 10 X 2" pph SMS at each end.
INTERIOR w EXTERIOR INTERIOR EXTERIOR
40 41 42 ' 8 40 41 42 9
43 44 45 43 44 45
32 38 34
SEE NOTE 1 4 SEE NOTE 1
-- YW nE
D-
I
p
p
_
a
J
�n
U)O
O
O-
�t.
VQ::
o
a
CHK. BY: LFS
Z
(J "`— n
Q�
p
N
• •.
��♦♦
D
P 00
ZU Oi M
LU 0
�-:..
U
a L
D
p
cn
D
111111
Z� '—CO
C
0
U N ••
p
�
Z_-11
a.
.+
•p v U xZQ
o Ern Z_ O U
m
o
°
n pd O c W
a t� ? qtm
M aaU-
r o
® CZ
�O
D °
1 VERTICAL CROSS SECTION
$ Inswing Sill
EXTERIOR INTERIOR EXTERIOR
40 41 42 7 16 17 18 40 41 42
43 44 45 43 44 45
SEE NOTE 1 l C J
JJJ"`"' SEE NOTE 1
D
I
p
_
a
J
�n
U)O
O
O-
�t.
VQ::
o
a
CHK. BY: LFS
Z
(J "`— n
Q�
p
N
• •.
��♦♦
D
P 00
ZU Oi M
LU 0
�-:..
U
a L
D
p
cn
D
111111
Z� '—CO
C
0
U N ••
p
�
Z_-11
a.
.+
•p v U xZQ
o Ern Z_ O U
m
o
°
n pd O c W
a t� ? qtm
M aaU-
r o
® CZ
�O
D °
3 VERTICAL CROSS SECTION
$ Outswing Sill
.11111111P..
33 34 35 36 37
�w
� 0 3'a
(E )
I
p
a
J
�n
U)O
O
O-
�t.
VQ::
o
a
CHK. BY: LFS
Z
(J "`— n
Q�
p
N
• •.
��♦♦
D
P 00
ZU Oi M
LU 0
�-:..
U
a L
D
p
cn
D
111111
Z� '—CO
C
0
U N ••
p
�
Z_-11
a.
.+
•p v U xZQ
o Ern Z_ O U
m
o
°
n pd O c W
a t� ? qtm
M aaU-
r o
® CZ
�O
33 34 35 36 37
�w
� 0 3'a
(E )
1.IIx3[073
2 VERTICAL CROSS SECTION
$ Inswing Sill
�
I
p
a
J
U)O
O
�p
SCALE:`
N.T.S.
VQ::
DWG. 6Y: JK
a
CHK. BY: LFS
�
J
m
Q�
p
N
OGZ
D
<
LU 0
�-:..
U
D
p
D
I
D
1.IIx3[073
2 VERTICAL CROSS SECTION
$ Inswing Sill
�
I
p
a
J
U)O
O
�p
SCALE:`
N.T.S.
VQ::
DWG. 6Y: JK
a
CHK. BY: LFS
�
J
m
Q�
p
N
OGZ
(�
<
LU 0
�-:..
U
D
W
D
I
D
C
0
p
CL
Q
a_
4 VERTICAL CROSS SECTION
$ Public Access Sill
e
0
n_
I
I
Isl..l•IZ
a
J
U)O
O
�p
SCALE:`
N.T.S.
VQ::
DWG. 6Y: JK
a
CHK. BY: LFS
�
J
m
Q�
=Q:
N
OGZ
(�
<
LU 0
�-:..
U
O
W
C
0
am
CL
Q
a_
e
0
n_
I
I
Isl..l•IZ
DATE: 6/1/16
`
SCALE:`
N.T.S.
DWG. 6Y: JK
a
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
u
SHEET 8 OF 13
W
MASONRY
(TYP.)
4' (TYP.)
-'1 I-
111,
BUCK ANCHORING
BUCK
FRAME
FRAME ANCHORING
-4
t8 x 2-1 /2"
PFH WS
JAMB TO HEAD DETAIL
(TYP.)
..�111111/)s.
O U
O Q m
Q: Q
a a
DATE: 611116
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 9 Of 13
••
4f UZ3 -� h
h
� i/�♦vi 0)•GJ
'�I ••
ico
t- Orn
Z V OfCD
z0 o0
z
0 cVy
v O x Z Q
Ern z ° v
m
CD
CD�
0. t0 a
eO t J O a.
tB MO
a.
I. m a: E
r LLo
6
�i
[
..
o C 4j t�Y
o J Q.
O U
O Q m
Q: Q
a a
DATE: 611116
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
SHEET 9 Of 13
♦1���n rrr(i///
` .
.0-
L . VWr i L0
v{G7k7• 100
t— ; Z -Z0 -tiZO � : N: '� �C; O� m � by : c,`:Ci
OQ OQ iii%'••/``0U- .orn2X BUCK (,28O N O �t/ ��>00
SEE HINGE z o00 0
1X BUCK G DETAIL (TYP.) ,n � v N 0 z
DIRECT TOM a 2b !;z o E m z mID
MASONRY o a u = o o m
q
2X BUCK 25 • E 0 E o
c w
I X BUCK (T +I CL O 0-0 SEE TONGUE +I L 00 a
2% � STRIKE DETAIL _ 2X BUCK
DIRECT TO M � o o (TYP.) LO
MASONRY C".,Eq . p � ca � 1X BUCK G
M
LATCH & DEADBOLT DETAIL N CD N = `' DIRECT TO
Kwikset • • �� MASONRY
<ccn i= w
SEE LATCH TONGUE STRIKE DETAIL 1g m
2X BUCK & DEADBOLT u Ipom oc i� w
` DETAIL SEE LATCH �CO cn CC
1 X BUCK G & DEADBOLT CO
8 DETAIL �
CC14o
MASONRY M Sub Strike Plate o
a o
a
B :z m
28
2XBUCK L
8 1 X BUCK G
(S Z
DIRECT TO M z
22 STRIKE JAMB HINGE JAMB STRIKE JAMB MASONRY R o 0
2X BUCK 25 Latch and Deadbolt Multipoint Lock (S 30 N Z
o z
Ww, o
zs
1 X BUCK G o N
p 27 �N
Q *�
DIRECT TO
a
MASONRY L 2X BUCK LATCH & DEADBOLT DETAIL o Eli
29 G 1X BUCK Multipoint Loc o En
LATCH & DEADBOLT DETAIL 88 0-� `z
Schlage MDIRECT TO MULTIPOINT LOCK STRIKE DETAILS °°
MASONRY
DIRECT TO
LATCH & DEADBOLT STRIKE DETAILS ^ w
w
(Standard Deadbolt Strike Plate) M MASONRY z
N ^ Z v
DATE- 6/1/16 z
scALE: N.T.S. °
DEADBOLT STRIKE DETAILS HINGE DETAIL DWG BY: JK
(Security Deadbolt Strike Plate)
CHK. BY. LFS 3
DRAWING NO.:
FL -20461.9
0
SHEET 10 OF 13 N
BACKBEDDING
COMPOUND
SHOWN w/ —.—
CUT-OUT
PANEL _
1 /2" GLASS BITE
1/1)" 9/16"THK GLASS
,1 /8" TEMPERED GLASS
AIR SPACE
1 /8" TEMPERED GLASS
#lO X 1-1/Zl DURASEAL, ALUMINUM
PPH PLASCREW 3A OR STEEL SPACER
Gl GLAZING DETAIL
BTS Lite Frame
Door Panels
BACKBEDDING
COMPOUND
SHOWN w/
MOLDED OPEN
PANEL I %
7
#10 X 1-1/21 k
PPH PLASCREW r3B
1 /2" GLASS BITE
1"THK. GLASS
1/8" TEMPERED
GLASS
GLAZING DETAIL
G2 BTS Lite Frame
Door Panels
AIR SPACE
1 /8" TEMPERED
GLASS
DURASEAL, ALUMINUM
OR STEEL SPACER
1 /2"GLASS BITE --•-{
5/$ THICK GLASS
DOOR PANEL 1 /8" TEMPERED GLASS
..--AIR SPACE
1 /W TEMPERED GLASS
-ACKBEDDING DURASEAL, ALUMINUM
COMPOUND OR STEEL SPACER
G3 GLAZING DETAIL
Flush Glazing
Door Panels
RlENKI"0
(GBG)
INTERNAL GRID (GBG)
(Optional Aluminum Spacer)
9/16" INSULATED GLASS INSERT OPTIONS
DECORATIVE•s[RON INSERT
1" INSULATED GLASS INSERT OPTIONS
INTERNAL GRID (GBG' ,
INTERNAL GRID (GBG) PRIVACY INSERT
(Optional Aluminum Spacer)
5/8" INSULATED GLASS INSERT OPTIONS
#10 X 1-1/2"
PPH PLASCREW
m »pini n
BTS Full Lite Frame
• Vto
:,'�i•�.
6e
`:J-0= M
L -,j
60,
O M Z
p 0 N
O
IRIV
7 (� 0ZQ
n Ern Z o v
inM = oXa
M Q. n.
A
D [ Z
- 0
i 0.
0
�o
0
Qu)
U
w�
O
.. N•
o
Z
, rz
0
r • .
0
a
1 11\\
0
Va
a
BTS Full Lite Frame
• Vto
:,'�i•�.
6e
`:J-0= M
L -,j
60,
O M Z
p 0 N
O
IRIV
7 (� 0ZQ
n Ern Z o v
inM = oXa
M Q. n.
A
D [ Z
- 0
i 0.
0
w
s
o ti w
o U)
crZ�
O LL
N C
17�DATE: 6/1/16
1.5" SCALE: N.T.S.
DWG. Bir: JK
BTS LITE FRAME BTS LRE FRAME
3A 1/7' & 4/16" Glazing 3B I" Glazing CHK LFS
DRAWING NO.:
FL -20461.9
SHEET 11 OF 13
0
�o
0
Qu)
U
w�
O
Iz- wm
Q
, rz
0
CV
0
a
0
w
s
o ti w
o U)
crZ�
O LL
N C
17�DATE: 6/1/16
1.5" SCALE: N.T.S.
DWG. Bir: JK
BTS LITE FRAME BTS LRE FRAME
3A 1/7' & 4/16" Glazing 3B I" Glazing CHK LFS
DRAWING NO.:
FL -20461.9
SHEET 11 OF 13
0
N
'<
a
0
w
s
o ti w
o U)
crZ�
O LL
N C
17�DATE: 6/1/16
1.5" SCALE: N.T.S.
DWG. Bir: JK
BTS LITE FRAME BTS LRE FRAME
3A 1/7' & 4/16" Glazing 3B I" Glazing CHK LFS
DRAWING NO.:
FL -20461.9
SHEET 11 OF 13
7.59" 7.5"
Ell
uq --- _••_ �,ti-- -
c� ;
32 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill 7-1 /2"
4.56"
LO
33 INSWING THRESHOLD
Inswing Basic Foxed Sill
5.75'
LO
Uv
34 INSWING THRESHOLD
Inswing Moderate Climate Sill 1-3/8"
35 INSWING THRESHOLD
Inswing Moderate Climate Sill
5.75"
INSWING THRESHOLD
36 Inswing Basic Fixed 5-3/4" Sill
37 INSWING THRESHOLD
Inswing Basic Foxed 7-1/2" Sill
38 INSW►NG THRESHOLD
Inswing Composite Adjustable Sill
INSWING THRESHOLD
34 Inswing Basic Composite Adjustable Sill
EllEO
N 4.56'
0
(- 2.36" --I
WOOD JAMB
UI_16
OUTSWING THRESHOLD
Composite Sill
OUTSWING THRESHOLD
Composite / Aluminum Sill
6.0" �?
00 5.75"
O in
O O
1
$ OUTSWING THRESHOLD
PUBLIC ACCESS THRESHOLD Composite / Aluminum Sill
5 (Thermal Break)
��--1.79" --•- I-- t .92 I-�— 2.06"
CD
CS SWEEP9 SWEEP *iM9,
o
o
~
�o
w
M CL
~
m
W
� o
on
U
g:a �
w
d.
toi
0-
tL
:J►=_
i fib';
• y •; xri •-
'� ,
,.• ��5 �� z o rn
to
�
O M Z
U N •
cov
a
U x Z Q
m £� U
Z m
o
° "t oa
rn M O
a.It m
oLam
m c6
o CW
0
d
o
~
�o
w
M CL
~
m
W
� o
on
U
4
0
O
w
Q
0-
tL
W10
om
z
DATE: 611116
SCALE: N.T.S.
DWG. BY: JK
CHK. 9Y: LFS
DRAWING NO.:
FL -20461.9
sHEu 12 of 13
BILL OF MATERIALS
BILL OF MATERIALS
ITEM #
DESCRIPTION
MATERIAL
ITEM #
DESCRIPTION
MATERIAL
A
1 X BUCK (SG >= 0.42)
WOOD
25
#8 x 2-1/2" PFH WOOD SCREW
STEEL
B
2X BUCK (SG >= 0.42)
WOOD
26
#8 x 5/8" PFH WOOD SCREW
STEEL
C
1 /4" MAX. SHIM SPACE
-
27
LATCH STRIKE PLATE
STEEL
D
1/4"X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
28
DEADBOLT STRIKE PLATE
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
28A
DEADBOLT SUB STRIKE PLATE
STEEL
28B
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
G
3/16" X 3-1/4" ITW CONCRETE SCREW
STEEL
29
4!'X 4" HINGE
STEEL
J
1/4!X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
30
LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
L
#10 X 2-1/2" PFH WOOD SCREW (1.15" MIN. EMBEDMENT)
STEEL
31
MULTIPOINT STRIKE PLATE (TONGUE SYSTEM)
ALUM/COMP
M
3/16" X 2-1 /4" ITW CONCRETE SCREW
STEEL
32
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
33
INSWING THRESHOLD
ALUM/COMP
1
JAMB (FINGER JOINT PINE)
WOOD
34
INSWING THRESHOLD
ALUM/COMP
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
35
INSWING THRESHOLD
ALUM/COMP
7
WEATHERSTRIP (LONG REACH)
FOAM
36
INSWING THRESHOLD
ALUM/COMP
8
SWEEP
VINYL
37
INSWING THRESHOLD
ALUM/COMP
9
SWEEP (USE w/ MODERATE CLIMATE THRESHOLD)
VINYL
38
INSWING THRESHOLD
ALUM/COMP
10
SWEEP (USE w/ PUBLIC ACCESS THRESHOLD)
VINYL
39
INSWING THRESHOLD
ALUM/COMP
15
ADA THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
16
OUTSWING THRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
-
17
OUTSWING THRESHOLD
ALUM/COMP
42
DOOR PANEL (U1)
-
18
OUTSWING THRESHOLD
ALUM/COMP
43
FLUSH GLAZED DOOR PANEL (BOOK)
-
22
#8 x 3/4" PFH WOOD SCREW
STEEL
44
FLUSH GLAZED DOOR PANEL (HYBRID)
-
23
#10 x 3/4" PFH WOOD SCREW
STEEL
45
FLUSH GLAZED DOOR PANEL (U 1)
-
24 -J
-#-i 0 x 1" PFH WOOD SCREW
STEEL
CONCRETE ANCHOR NOTES:
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
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
S
i2
I/
'.�,
o•; .J = '00)
LLrn
'Sym � orn
> 10
>M
CO
Qj V to z
00 4j
v v p xz-Q
oP Ern Z m U
C` a =o 0 co W
o U at J
o
ANCHOR
)VEIN.
MIN.CLEARANCE..M1N.
CLE:ARANGE
TYPESIZE
EMBEDMENT
TO MASQNRY
TO ADJACENT
0- Q.
EDGE.
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
A `
ELCO ®
1/4"
1-1/4"
1"
4"
U LTRACON
iTIN ®
3/16"
1-1/4"
AS SHOWN
1-1/2"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
S
i2
I/
'.�,
o•; .J = '00)
LLrn
'Sym � orn
> 10
>M
CO
Qj V to z
00 4j
v v p xz-Q
oP Ern Z m U
C` a =o 0 co W
o U at J
o
..
� ,�
p 0 a
n
m
0- Q.
o
6
�LA-
A `
O
C til
o
->J�a
o ¢
=3 C) w
Q�
Pg m
PS
W o
F -In
m Q J
In
� o
0
4 �
o a
DATE: 611116
SCALE: N.T.S.
DWG. BY: X
CHK. BY: LFS
DRAWING NO.:
FL -20461.9
13 OF 13 I t