2007 SEMINOLE RD RES21-0013 Job Site PlansINSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR
LOCATION SHOWN.
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE
MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT
INSTALLATION OF THE MAXIMUM SIZE LISTED.
3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE
OF ±1/2 INCH (I.E., WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4
INCH. SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS.
SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. THROUGH FRAME: FOR INSTALLATION INTO 2X WOOD FRAMING USE
MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1
1/2" MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE
DISTANCE OF 3/4" SHALL BE MAINTAINED.
6. THROUGH FRAME: FOR INSTALLATION INTO CONCRETE/MASONRY,
USE 1/4" ITW TAPCONS OR 1/4" ELCO ULTRACONS OR 3/16" ITW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1 1/4" MINIMUM
EMBEDMENT INTO CONCRETE/MASONRY.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK
VENEER, AND SIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVE A
CORROSION RESISTANT COATING.
9. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR
JOINT INTO FACE SHELL OF BLOCK.
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE
WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS,
AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BY
THE ANCHOR MANUFACTURER.
11. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE
BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING
PROPERTIES:
A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE - MINIMUM 3000 PSI COMPRESSIVE STRENGTH
C. HOLLOW/GROUT FILLED CMU - STRENGTH CONFORMANCE TO
ASTM C90, MIN. F'm = 2000 PSI.
Digitally signed by Hermes F. Norero, P.E.
Reason: I am approving this document
Date: 2016.10.18 09:21:11 -04'00'
Trinity Glass International
GLAZED FIBERGLASS DOOR
NON -IMPACT INSWINGIOUTSWING
GENERAL NOTES:
THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC), INCLUDING HVHZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS 202-94
• ASTM E283-04
• ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
2. ADEQUACY OF THE EXISTING STRUCTURAL
CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND
FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND
TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR
ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION.
3. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE
RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC
AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC
SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE
FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED
ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC
DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ
AREAS.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR
THIS PRODUCT.
6. FRAME & MULLION MATERIAL: PVC OR WOOD
7. CLADDING MATERIAL: FIBERGLASS
TABLE OF CONTENTS
SHEET #
DESCRIPTION
1
General notes
2
Typical elevations, design pressures
3
Typical elevations, design pressures
4
Typical elevations, design pressures
5
Typical elevations, design pressures
6
Door panel construction details
7
Door panel construction details
8
Door panel construction details
9
Sidelite panel construction details
10
Sidelite panel construction details
11
Sidelite panel construction details
12
Horizontal cross sections
13
Horizontal cross sections
14
Horizontal cross sections
15
Vertical cross sections
16
Vertical cross sections
17
Vertical & Horizontal cross sections
18
Horizontal cross sections
19
Buck & Frame anchoring
20
Buck anchoring
21
Frame anchoring
22
Frame anchoring
23
Frame anchoring
24
Frame anchoring
25
Buck anchoring
26
Frame anchoring
27
Buck anchoring
28
Frame anchoring
29
Components
30
Components
31
Components
32
Bill of materials
TRINITY GLASS
INTERNATIONAL
TRINITY GLA55 INTERNATIONAL
3365 15T WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
H
co
00
co
�
V
LL
2
v Z
M
M
U
U
4
�
Q�
LU
Zoe
H>OM
SHEET: 1 of 32
U�
Lo
LUZi
Z
O ="
X_
a
�mQ
o�
N '_'
LU
m
Z Q m
H
W
40
QZQ
o
Ur
Z
t9
w
it:
-i ¢ ~
H 3Z
°'
m
3
a
Q
00
v
rn
Z
I— Z
w< ao
°C oo
=
d
M
a
U
Q
T
CD
Z
O
'H'^^ Z
cl-
vJ
H
H
U
W
ow
r
0
O� .....
•.
LL O w E:
fid, ••
W
w�
co
mZ
6�
0
J
LL
2
v Z
0
U
a
DWG #:
FL
-20867.3
SHEET: 1 of 32
MAX.
FRAME
DIMENSION
JAMB
TYPE
DESIGN PRESSURE (PSF)
LIP LITE
DESIGN PRESSURE (PSF)
FLUSHGLAZED/MAHOGANY
POSITIVE
NEGATIVE
DTRINITY GLASS
NEGATIVE
WOOD
1 2 3
-47.0
+70.0
I N T E R N AT I O N A L
15 15 17
f
37 50"" MAX O.A.
PVC
+47.0
-47.0
+60.0
� Z
TRINITY GLASS INTERNATIONAL
z
3365 IST WAY 5
1
1
FEDERAL WAY, WA 98003
z o
PH: (253) 875-7300
_ =
�
13
O H
�{-
M v
1
Q W
Z#p
H O
O o =
kb Q N
mH Q W
cM
�m
Ovti x
LL
X
O
Q
� �
o
Q
W
� � W �
p
m Q
�qm
Q
Lu WZ
¢� JC7
% oo
m Ham,
C)
-�� QfA
U� H () W
pZQ rn
m
�
�
Hoz
a m
J �
F— z �—
lu
w oo
c 0
M d
Ui
1
a
18
m
2
18
18
Z
00
00
O
z
H
o
�
H
W
U
DC
w
0
3 4
15 15
ZJ111
o� ti o•:
gi
LL w
o 4a
w� m mZ Lu
o r J = 2 v Z
�
o o v
DWG #:
FL -20867.3
SHEET: 2 OF 3 2
MAX.
FRAME
DIMENSION
JAMB
TYPE
DESIGN PRESSURE (PSF)
LIP LITE
DESIGN PRESSURE (PSF)
FLUSHGLAZED/MAHOGANY
POSITIVE
NEGATIVE
FRAME WIDTH
NEGATIVE
WOOD
1 2 3
-47.0
+70.0
-70.0
15 15 17
f
PVC
+47.0
-47.0
+60.0
� Z
z
1
1
z o
_ =
13
� �
1
Q
X
O
Q
� �
o
Q
Q
C)
MAX.
FRAME
DIMENSION
JAMB
TYPE
DESIGN PRESSURE (PSF)
LIP LITE
DESIGN PRESSURE (PSF)
FLUSHGLAZED/MAHOGANY
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
WOOD
+47.0
-47.0
+70.0
-70.0
37.50" X 81.63"
PVC
+47.0
-47.0
+60.0
-60.0
D TRINITY GLASS
53.00" MAX O.A. FRAME WIDTHINTERNATIONAL
68.50" MAX O.A. FRAME WIDTH
1 2 3 1 2 E4) 1 2 3 1 2 41 5 1 5 1 7 1 6 1 6 1 5 1 5 1 7 1 6 1 6 1 7 TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
a a a a
PH: (253) 875-7300
Q)
� H � � v
m
� h Q W U #
`n z o 0
co
(n �(n
_ _ H F-1 %
53.00" MAX O.A. FRAME WIDTH - up TRINITY GLASS
I N T E R N A T I O N A L
37.50" MAX 15.50" MAX " MAX
FRAME WIDTH FRAME WIDTH WIDTH
TRINITY GLASS INTERNATIONAL
1 2 3 1 2 4 3365 IST WAY 5
FEDERAL WAY, WA 98003
1 5 1 5 1 7 1 6 1 6 1 7 PH: (253) 875-7300
j�
oz 00
a M
a H Q W V o v
� z � O
�m
roH QLu pvtL
oZ —J owv
/ NH wZ m ZQm oo
c�
oZQ
z Z UW HpZ
w ° EL a m w '
�- z w 00
z a M
= O 2 LL
X 0 1 0
Lu 4 ui
Lu i 2 1 >
Q w 1 14 2 m
LL <1 17n
co LL 3 Z
co
0 1
1 I--I z
17 o
� o
a a
3 4 3 4
15 15 16 16 15 15 16 16
` N
o���
0 0
�, •• .••'
�i� �•• •'SOF %A do
w-1 m
mz ��
v= vZ
o `n
DWG #:
FL-20867.3
SHEET: /� OF 3 2
68.50" MAX O.A. FRAME WIDTH -
DESIGN PRESSURE (PSF)
37.50" MAX
FRAME WIDTH
1 2 3 1 2
15.50
FRAME
4
FRAME
15 15 17 16 16
17
FLUSHGLAZED/MAHOGANY
DIMENSION
a
POSITIVE
NEGATIVE
a
NEGATIVE
WOOD
+47.0
-47.0
+55.0
-55.0
OX/XO
53.00" X 81.63"
z z
cin cin
Z �
PVC
1
14
-47.0
�
-55.0
OXO
68.50" X 81.63"
WOOD
+47.0
-47.0
= 0
=
c�
-55.0
0
+47.0
-47.0
/\
-55.0
0
2
4
w =
� w
L.L.� �
�
�
�
2
14
1
17
M w
CD
0
a
a
MAX.
DESIGN PRESSURE (PSF)
DESIGN PRESSURE (PSF)
CONFIGURATION
FRAME
JAMB &MULLION TYPE
LIPL ITE
FLUSHGLAZED/MAHOGANY
DIMENSION
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
WOOD
+47.0
-47.0
+55.0
-55.0
OX/XO
53.00" X 81.63"
PVC
+47.0
-47.0
+55.0
-55.0
OXO
68.50" X 81.63"
WOOD
+47.0
-47.0
+55.0
-55.0
PVC
+47.0
-47.0
+55.0
-55.0
DTRINITY GLASS
INTERNATIONAL
105.00" MAX. O.A. FRAME WIDTH
74.00" MAX. O.A. FRAME WIDTH 15.50" FRAME WIDTH
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
74.00" FRAME WIDTHFEDPER L W Y, WA 00 03
1 2 1 2 1 2 4
15 15 17 15 15 17 16 16 17 o H o
00
~Q W z # p
w O
Lu
00 H Q W O v LL-
oLL 7- -J eco
co a 7-
W Lu HoZ M
Z -� d m L1J rn
c/)C/)z ~ i-Luo0
m a
0 1
r = 14
Q
w p o
2 W
ui Q 2 0 X O 3 /\ 0 12 m
� 1 14 4 In
0 1 Z
75 Q 13 2
co
1 17 �"� o
Qp 0 1 In
co
CD
> v
a a
0
z
uJ Lo
ui
15 15 15 15 16 16 �� �� o
o�
i
o�
pZz'��
Wa
���d, • .•
Z
Lu m m z Lu
o � � _ = v Z
0 o v �
DWG #:
FL -20867.3
SHEET: 5 aF 3 2
o
MAX.
FRAME
DIMENSION
03
�
O
14
a
NEGATIVE
POSITIVE
NEGATIVE
X
X
+55.0
-55.0
+47.0
a
CONFIGURATION
MAX.
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
ALUMINUM ASTRAGAL
DESIGN PRESSURE (PSF)
PVC ASTRAGAL
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
XX
74.00" X 81.63"
+55.0
-55.0
+47.0
-47.0
OXXO
105.00" X 81.63"
+55.0
-55.0
+47.0
-47.0
ti
i �
1.56" 1.22"
1 f
W
2
J
W
z
Q
a
0
0
.10"
3111-
W
1" -
LVL STILE
FIBERGLASS SKIN
1.58"
.ri.Nodwoomi.ly'llil
2.38"
INTERIOR LVL LOCK BLOCK --/
LVL STILE
35.75" HORIZONTAL CROSS SECTION
PANEL WIDTH � 6
11 GLAZED DOOR
LIP LITE
FIBERGLASS SKIN: 0.079" THICK MIN.
FOAM CORE: POLYURETHANE
50" GLASS BYTE
HOT & FOAM MELT SEALANT
1.72" -:
#8 X 1-1/8" SELF
AIL 1 THREADING SCREW
ll4
G1 GLAZING DETAIL
LIPLITE FRAME
DETAIL 1
LVL LOCK BLOCK
PVC STILE CAP O TRINITY GLASS
1.58" 1.56" INTERNATIONAL
�{
� TOP RAIL TRINITY GLASS INTERNATIONAL
n PVC 3365 IST WAY 5
G 1.56" 1.25'FEDERAL WAY, WA 98003
PH: (253) 875-7300
*`i,•, � O H 001911
n
r ? V) F— Q V
O J W > m :;i
Wp Vjmm a
ca QZ O=� U-
" 3 a0 acQ=
a H 0 V T m w
• s ¢ CL
0 H H m
W a�H rn
H Q v
1" O.A. THK GLASS '' ' W
<2 00
a Q m
-1/8" TEMPERED GLASS W
-AIR SPACE o
1/8" TEMPERED GLASS
ALUMINUM/BUTYL
OR STAINLESS STEEL
SPACER SYSTEM
1"
t
A6 LIPLITE FRAME
ABS or PC/ASA
LOCKSET HARDWARE
MANUFACTURER
MODEL
KWIKSET
LOCK & DEADBOLT COMBO
SIGNATURE SERIES 991
LOCK & DEADBOLT COMBO
KWIKSET
SIGNATURE SERIES 980
LOCK: F -SERIES
SCHLAGE
DEADBOLT: B60 SERIES
EXTERIOR
1.3�IG
1.56"
INTERIOR
FOAM CORE
BOTTOM RAIL
PVC
2 VERTICAL CROSS SECTION
6
m
O a o
LL
w
•� z�
�0'����.•.�` PR `o,
w mm Z L
aoz�-' v= vZ
o V)
DWG #:
FL -20867.3
SHEET: 6 OF 32
ti
I
1.56" 1.22"
1 f
w
w
z
Q
0
0
10"
31"
1.58"
FOAM CORE
PVC STILE CAP
35.75"
PANEL WIDTH
PYTGRInD
PVC STILE CAP
1.22" 1.56"
LVL LOCK BLOCK —/
LVL STILE
HORIZONTAL CROSS SECTION
7
11 GLAZED DOOR
FLUSHGLAZED
FIBERGLASS SKIN: 0.079" THICK MIN.
FOAM CORE: POLYURETHANE
HOT & FOAM
MELT SEALAN�
1.72"
#8 X 1-1/8" SELF
FAIL 1 THREADING SCREW
1E
.50" GLASS BYTE
1" O.A. THK GLASS
1.72"
1.57"
TOP RAIL
1.25" PVC
FOAM CORE
FIBERGLASS SKIN
1/8" TEMPERED GLASS
AIR SPACE
1/8" TEMPERED GLASS
ALUMINUM/BUTYL
OR STAINLESS STEEL
SPACER SYSTEM
- GLAZING DETAIL
FLUSHGLAZED FRAME
nFTA11 4
LVL LOCK BLOCK
1.24"
1.70" 1 "
A FLUSHGLAZED FRAME
ABS or PC/ASA
LOCKSET HARDWARE
MANUFACTURER
MODEL
KWIKSET
LOCK & DEADBOLT COMBO
H
Hca
SIGNATURE SERIES 991
v Z
LOCK & DEADBOLT COMBO
KWIKSET
mH
Qr-jZ
SIGNATURE SERIES 980
O='L
LOCK: F -SERIES
SCHLAGE
-20867.3
LL
DEADBOLT: B60 SERIES
�YTGRInD
1.35"
-1.56"
TRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
r.-
���`�� �c �/,
0
a
O
�jy �
y
J w
wo
0 0
H
Hca
00
v
v Z
'
OW
mH
Qr-jZ
DWG #:
O='L
L
•
-20867.3
LL
SHEET: 7
OF
ix T -
Lo
�' ..po
io Z
Lij
0
•
co
Om
H H m
uj
H a
LL1 Z
J O
Z
q
¢
W '0
v
rn
Z
ULu
CL<
pip
00
m
a
►��INTERIOR
���`�� �c �/,
0
PVC
��` ��-•.:....,.,
0 0
J
p.
ti, ^
v Z
'
OW
%, j
i
DWG #:
•
-20867.3
SHEET: 7
OF
32
•
FOAM CORE
BOTTOM RAIL
���`�� �c �/,
0
PVC
��` ��-•.:....,.,
0 0
J
p.
ti, ^
v Z
LL
•
OW
DWG #:
.R
-20867.3
SHEET: 7
2 VERTICAL CROSS SECTION
7
Li
m
m z
LL
V)
0 0
J
U 2
v Z
o
DWG #:
FL
-20867.3
SHEET: 7
OF
32
LVL STILE
EXTERIOR
MODEL
KWIKSET
-r` ` FIBERGLASS SKIN2.38"
1.58"- '{
G1
-- 1.58"
PVC STILE CAP
LOCK & DEADBOLT COMBO
KWIKSET
I / //--,>),�m
a
SIGNATURE SERIES 980
/ r- .17"
w
J
w
z
a
a
0
0
ti
.10"
3111-
w
1" -
� FOAM CORE
PVC STILE CAP
�illillillillillillilliilli,�SI'M164
LVL LOCK BLOCK --/
LVL STILE
"OR/ZONTAL CROSS SECTION
11 GLAZED DOOR
MAHOGANY
FIBERGLASS SKIN: 0.079" THICK MIN.
FOAM CORE: POLYURETHANE
ETAIL 1
HOT & FOAM ---�
MELT SEALANT
1.72"
#8 X 1-1/8" SELF
THREADING SCREW
1.72"
1.57"
1.25"
FOAM CORE
FIBERGLASS SKIN
.50" GLASS BYTE
—1" O.A. THK GLASS
X1/8" TEMPERED GLASS
AIR SPACE
G1 GLAZING DETAIL
MAHOGANY FRAME
DETAIL 1
LVL LOCK BLOCK
1/8" TEMPERED GLASS
ALUMINUM/BUTYL
OR STAINLESS STEEL
SPACER SYSTEM
2
(���MAHQGANYF�RAME
or PC/ASA
LOCKSET HARDWARE
MANUFACTURER
MODEL
KWIKSET
LOCK & DEADBOLT COMBO
O H
SIGNATURE SERIES 991
LOCK & DEADBOLT COMBO
KWIKSET
o �
a
SIGNATURE SERIES 980
ki
LOCK: F -SERIES
SCHLAGE
J W
o
DEADBOLT: B60 SERIES
TOP RAIL
PVC
1.56"
FOAM CORE
BOTTOM RAIL
PVC
2 VERTICAL CROSS SECTION
8
TRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix (.D
Z
.
00
m
O H
!n
M
v
o �
a
P?'0
m
ki
4
O
J W
o
H> O
DWG #:
v
W 0
SHEET:
m M
pwp H
Q Z
_
aQ=
LL
��
a0
0 V
m Q
o Z
wH
o�
H H
Q CL:
H
z Q
ado
m
z
w
ix
J Q H
H 3z
m
it 1 z
p
CO
,¢ oo
ix o.
v
d
M
d
Lu
I-
Q
Q
IR
z
O
H z
p
\H
H
Lu v
�w
0
.
pC
o c-
LL.00
w
W
U
P?'0
m
w m
m z V)
0 0
v= v Z
o
DWG #:
FL -20867.3
SHEET:
Q OF 3 2
FIBERGLASS SKIN G1 LVL STILE
D TRINITY GLASS
EXTERIOR INTERNATIONAL
1.72"
LVL STILE ,. Mfr :;.. f 1.57"
TRINITY GLASS INTERNATIONAL
f . 1.56" 1.72" 3365 IST WAY 5
FEDERAL WAY, WA 98003
l� LVL TOP RAIL PH: (253) 875-7300
1.25"o z °°
INTERIOR4
FOAM CORE 78" a J " #
FIBERGLASS SKIN - o w w H o Ln
r HORIZONTAL CROSS SECTION w z a z o= U- X
13.88" MAX. 9 U- n o Lo
PANEL WIDTH FOAM CORE , :4. N H -J m z Q m
6.92 "MAX D.L.O. g o o n o z Q c9
kb F4 a LUZ U)z HaQ v
[�1 z La rn�p co n 0\
I—
ix
\� rn _
F- M a
.50" GLASS BYTE LUHOT & FOAM MELT SEALANT 1" O.A. THK GLASS G1 0
'7 g
1/8" TEMPERED GLASS m
�. AIR SPACEEXTERIOR INTERIOR In
1.72" Z
Z
= o 1/8" TEMPERED GLASS
XX �
J Q ALUMINUM/BUTYL F--1
z OR STAINLESS STEEL i v
a #8 X 1-1/8" SELF SPACER SYSTEM 4 W w
THREADING SCREW
o(.0A9�:
G1 GLAZING DETAIL
LIPLITE FRAME00
o
Go
In
OR
• 1.51" �� l '•.
O •� •�:a',rr
��a-
1.25" LL -~ oW
6.00" c LVL BOTTOM RAIL ��`�d,'••.••• .••'•
N PRO
�`Non a.
mz LU
SIDELITE PANEL 2 VERTICAL CROSS SECTION a o �' _ u z
2
LIPLITE FRAME A9 LIPLITE FRAME 9 DWG #:
ABS or PC/ASA 7.3L-286
FIBERGLASS SKIN: 0.079" THICK MIN. f FV
FOAM CORE: POLYURETHANE SHEET:
9 of 32
FIBERGLASS SKIN G1 LVL STILE D TRINITY GLASS
1.72"y INTERNATIONAL
EXTERIOR
1.57"
LVL STILE • ."`'.' •.:.- `:' '.=
• f TRINITY GLASS INTERNATIONAL
1.72
LVL TOP RAIL 3365IST WAY 5
FEDERAL WAY, WA 98003
1.56
f ` 1.25" wePH: (253) 875-7300
f.:
00
00 m
INTERIOR 78„ �:'':' r J #
FOAM CORE FIBERGLASS SKIN ;:.::-' :. � Q z a o
H O
Ed o
1 HORIZONTAL CROSS SECTION H z a o °= "
X
13.88" MAX. " � w Q
PANEL WIDTH 10 FOAM CORE:. a z P � m Q
7.00" MAX D.L.O. N H w co Z co Z Q w
a ' fn w J Q H m
Z a H'0 z
LU _1 p 0 a- CO LU rn
50" GLASS BYTE F- Z V w Q 00
a °i
a M
HOT & FOAM 1" O.A. THK GLASS
MELT SEALANT
1 1/8" TEMPERED GLASS G1 0
1 72„r AIR SPACE m
INTERIOR
• EXTERIOR Z
_ 1/8" TEMPERED GLASS O
z
UJ
=X ALUMINUM/BUTYL
Q OR STAINLESS STEEL H °-
Z #8 X 1-1/8" SELF SPACER SYSTEM > Q
Qa o THREADING SCREW �o UJ w
C) M
C) G1 GLAZING DETAIL
FLUSHGLAZED FRAME
9.40"
0
Go
In
8.71" ;.,1,. �'` ``� ��O •:•• ��
1.24" O� • ti • Q =" ^,
} ., � i
� �ti
1.25
a
�LVL BOTTOM RAIL v� •:; ~ �;`
8.41" 1.70 1 �`�d,'• ••
�i� �•• •••OAC �l
2 VERTICAL CROSS SECTION ����; �•••.. pR
2
10 10 d' m coz _j V)
2B SIDELITE PANEL FLUSH GLAZED FRAME a o o = ) z
FLUSHGLAZED FRAME ABS or PC/ASA
DWG #:
FIBERGLASS SKIN: 0.079" THICK MIN. FL -20867.3
FOAM CORE: POLYURETHANE SHEET: 10 OF 3 2
LVL STILE
FOAIVI k-lumn
LVL STILE
XTERIOR
InITFZQ1r)Q
1 HORIZONTAL CROSS SECTION
1
H-1 UITIN F& - Il 1 - 0
1
� 1
= O
W p
= X
J Q
LU
z
a o
o M
C
6
I`
CDN
rn
}
ti-
SIDELITE PANEL
2C MAHOGANY FRAME
FIBERGLASS SKIN: 0.079" THICK MIN.
FOAM CORE: POLYURETHANE
HOT & FOAM —`
MELT SEALANT
Al
1.72" Y..
#8 X 1-1/8" SELF
THREADING SCREW
1.56" 1.7I 2"
50" GLASS BYTE
G1 GLAZING DETAIL
MAHOGANYFRAME
2
1" O.A. THK GLASS
1/8" TEMPERED GLASS
1/8" TEMPERED GLASS
ALUMINUM/BUTYL
OR STAINLESS STEEL
SPACER SYSTEM
All MAHOGANY FRAME
ABS or PC/ASA
1.72"
1.57"
1.25"
FIBERGLASS SKIN ti..
FOAM CORE
�VTGDlnD
LVL BOTTOM RAIL
LVL TOP RAIL
IMMMMMIN
1.25"
i
2 VERTICAL CROSS SECTION
11
TRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
Z
O
00
O H
Vi
J
M
M
v
m
mZ
LL
V U v
00
Q�ww
U2
���
�°
zo
-J
DWG #:
Lu H -
Z
SHEET:
0 = 11
�3
V)
w-
H I-
�Q=
io LU V
W H
Q
LUH
ca
H
d
Ha_
m
�D
(1) CO)
Z
Lu
c
_3 ¢ H
H Q Z
m
Lu
V
rn
f z
LU
m oWp
< rn
m ME
101
O,... •••• �Y N
0.
o
L
O
'�i,y
•• •
* PR
Lu�
m
mZ
LL
LLJ
V)
00
U2
c¢�Z
U0
o
DWG #:
FL -20867.3
SHEET:
11 of 32
1-1/4" MIN 1-1/4" MIN
EMB. (TYP) EMB. (TYP) TRINITY GLASS
d I N T E R N A T 1 O N A L
° C 1 2 3 1 2 3 C °
DD
d
d D.
dH H TRINITYGLASS 3365 15 WAY SATIONAL
D d $ �e o D FEDERAL WAY, WA 98003
A INTERIOR PH: (253) 875-7300
`n co
5 D 0300
INTERIOR 2 2 2 0 0
11 V� cn It
V)
G v D Q J H
cM o`
r a l9 H m
CL
.. '' W z Z W O = LL X
LL- Lu
d d: 0z m Q
K a K N~ 0 c Zco m 00
a D ¢ d 0 H HQ ro
LL
d. o Hoz
coco ma
H z Lu oo
d F (SEE NOTE 1) o D M
E EXTERIOR EXTERIOR Lu
B 6 g
0
r HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
SHOWN W/ 2X WOOD BUCK SHOWN W/ 2X WOOD BUCK °0
Outswing shown - Inswing also approved Outswing shown - Inswing also approved In
1-1/4" MIN
1-1/4" MIN Z
O
EMB. (TYP) EMB. (TYP)
d o. H Z
° C 1 2 3 1 2 3 C
d d.
L a L W W
d
A INTERIORHIV 1 °
v d' S INTERIOR 2 2 2 _` o
11
N d o ZIlls
/( a o 0 0� � �;ar
d o LL. f— O "
F (SEE NOTE 1) • d'.••' ''''``�
EXTERIOR A
A EXTERIOR
E ���i,�'y•••�c PRD` `��" a.
g
Lu
HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION Q z Y LL -
Q
3 �z
SHOWN W/ 1X WOOD BUCK SHOWN W/ 1X WOOD BUCK
Outswing shown - Inswing also approved Outswing shown - Inswing also approved DWG #:
NOTE: FL -20867.3
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF SIDE JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS. SHEET: 12 OF 32
INTERIOR
INTERIOR
2 2 2 s °:
5
O :; . 5
(SEE NOTE 1)
GYTGRInR
1 HORIZONTAL CROSS SECTION
13 Outswing shown - Inswing also approved
INTERIOR
O ,..
(SEE NOTE 1)
2 2 2 5
G
E F
6
GYTC:D1nD
3 HORIZONTAL CROSS SECTION
13 Outswing shown - Inswing also approved
1"ANIMI-71r.1-7
EXTERIOR
(SEE NOTE 1)
2 HORIZONTAL CROSS SECTION
13 Outswing shown - Inswing also approved
d
7 8
PYTPRInR
(SEE NOTE 1)
4 HORIZONTAL CROSS SECTION
13 Outswing shown - Inswing also approved
NOTE:
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS.
DTRINITY GLASS
I N T E R N A T I O N A L
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
Z
00
00
C) H
M
�Z)
Z
Zoo
�o
HO
amo
mH
Zw
O="
X
�3
Ny
�q2
Lu z
m q
Qa
x0
°°
ZHm
nH
Lu
z
c9q
°
U
Lu
—�Qz
H
M
z
CL
M
a
''
ca
:7d� ••.•
Q� co z
z� "_ �z
O V
DWG #:
FL -20867.3
SHEET: 13 of 32
(SEE l\
InITGL?InD
HORIZONTAL CROSS SECTION
14 Outswing shown - Inswing also approved
INTERIOR
O
FYTGRI()R
(Z HORIZONTAL CROSS SECTION
14 Outswing shown - Inswing also approved
3 HORIZONTAL CROSS SECTION
14 Outswing shown - Inswing also approved
NOTE:
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF MULLION AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS.
FE 1)
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
j3� v
mLL
mZ
00
00
0 ~'
= 2
v Z
M
c
V)
N
z
DWG #:
U #
3
Q�
J
F4>0
O
O
m J
01
CowH
Z Ly
d
T LL
x
L�
V)
N 0
� Q=
w U
40 ZU�co
re �
Qa
_0
°°
HHm
m
z Q
rn
l!1
I
V
H
H z
01
m
OW
rn
H Z
CO �
I—
a
\`� m
a
T
m
O.... •••• �Yq,�LNy
mLL
mZ
0. ^Y^dQ•Z
Oad
LL
ozj o.
= 2
v Z
��' �••
v
•••O` ua.
R`
U
ui
mLL
mZ
a
= 2
v Z
0
o
U
DWG #:
FL
-20867.3
SHEET: 14 OF 3 2
(M VERTICAL CROSS SECTION
15 SHOWN W/ 2X WOOD BUCK
Outswing shown - Inswing also approved
INTERIOR
3 VERTICAL CROSS SECTION
q-5)OUTSWING SILL
MIN.
YP.)
MIN.
'YP.)
INTERIOR
2 VERTICAL CROSS SECTION
15 SHOWN W/ 1X WOOD BUCK
Outswing shown - Inswing also approved
EXTERIOR
INTERIOR
d
° e <e d
nd ° < _ ad a .44
:e ."d
ed e °
° .°e A. -
VERTICAL
VERTICAL CROSS SECTION
15 INSWING SILL
1-1/4" MIN.
EMB (TYP.)
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
MIN. 3365 IST WAY 5
'YP.) FEDERAL WAY, WA 98003
PH: (253) 875-7300
j3� v
00
00
O ~'
M
c
V)
N
z
U #
3
H > OM01O
Q O
u') m J
v
pwpH
W
o=lL
U
x
�m
aZ
w�
�0
u
Qa
m
HHm
m
z ¢
rn
l!1
Z
V
H
H z
p,
m
OW
rn
H
iO\
CO 00
Z
c
h-
a
M
a
W
0
IT
ca
O a o
Wig_
LL C yti
W[b m Z J
a� �-' _LL
_ �Z
0 o U 'In
DWG #:
FL -20867.3
SHEET: q 5 OF 3 2
(c
1 VERTICAL CROSS SECTION
16 SHOWN W/ 1 X WOOD BUCK
Outswing shown - Inswing also approved
m
(SEE NOTE 1)
3 VERTICAL CROSS SECTION
16 OUTSWING SILL
Q
a?
.
a
a
c
a
e
d
K
C
.. n
n
INTERNATIONAL
e
.. a
v
P
1-1/4" MIN.
A
MIN.
° a.° P° v, a° EMB (TYP.)
TRINITY
GLASS INTERNATIONAL
YP.
a
._ ed.
a.
3365 IST WAY 5
e
a
. a
n.a'
A
.. ,
.a
e:
°d
a
a..
3 VERTICAL CROSS SECTION
16 OUTSWING SILL
2 VERTICAL CROSS SECTION
16 SHOWN W/ 1X WOOD BUCK
Outswing shown - Inswing also approved
EXTERIOR
INTERIOR
(SEE NOTE 1)
Q:,
a
D
TRINITY GLASS
K
C
O
INTERNATIONAL
e
v
P
1-1/4" MIN.
A
MIN.
° a.° P° v, a° EMB (TYP.)
TRINITY
GLASS INTERNATIONAL
YP.
a a d
Q a P
3365 IST WAY 5
e
a
FEDERAL WAY, WA 98003
A
PH: (253) 875-7300
0
00
O H
c
,..
V) (f)
N
Z#o
Oc
Qi=u')
ca J01
(SEE NOTE 1)
.. .........:...
H
m z
v w
p= u-
V
X
,
'0Z
Luy
oix
wLu
2 2 2
2
1 2 3
wH
wy
�0
T v` mw
Qa
m HHm
m
z
u
V
L1J J ¢ z
m
EXTERIOR
L
o
m n
(SEE NOTE 1)
z
w w
a c °i
� M
a
2 VERTICAL CROSS SECTION
16 SHOWN W/ 1X WOOD BUCK
Outswing shown - Inswing also approved
EXTERIOR
INTERIOR
(SEE NOTE 1)
4 VERTICAL CROSS SECTION
16 INSWING SILL
NOTE:
1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS.
Lu
0
''
m
O.••. •••• �Y N
••.
O�a
.
OW
icy •''• '' �
Oa.
x �l
w � °° m Z Lu
a� �: __ �Z
0 o v 'In
DWG #:
FL -20867.3
SHEET: 1 6 OF 3 2
Q:,
a
d
C
C
O
e
A
C
d A
4 VERTICAL CROSS SECTION
16 INSWING SILL
NOTE:
1. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS.
Lu
0
''
m
O.••. •••• �Y N
••.
O�a
.
OW
icy •''• '' �
Oa.
x �l
w � °° m Z Lu
a� �: __ �Z
0 o v 'In
DWG #:
FL -20867.3
SHEET: 1 6 OF 3 2
1-1/4" MIN
EMB (TYP)
SHEET ROCK --,
FURRING
Cz d
G }
m
Lu
1 HORIZONTAL CROSS SECTION
17 Direct to masonry (5-1/4" min jamb)
Outswing shown - Inswing also approved
1" MIN EDGE
DISTANCE
\ �e� d
aA 4.
Ae e.
° °
a ° "d e
d
INTERIOR
3 VERTICAL CROSS SECTION
17 Direct to masonry (5-1/4" min jamb)
Outswing shown - Inswing also approved
SHEET ROCK
FURRING
(SEE NOTE 1)u
IM
°
1-1/4" MIN
EMB (TYP)
1 SHEET ROCK
FURRING
W W
0U
Lu
w z
z
� Q
r
2 HORIZONTAL CROSS SECTION
17 Direct to masonry (5-1/4" min jamb)
Outswing shown - Inswing also approved
z_ a 1" MIN EDGE
2 K DISTANCE
�m
Lu
r
i
A e ° e ° d.
a e e.
A4
d
°
° 14 °
e. e
d
(SEE NOTE 2)
EXTERIOR
EM
INTERIOR
4 VERTICAL CROSS SECTION
17 Direct to masonry (5-1/4" min jamb)
Outswing shown - Inswing also approved
NOTE:
1. SIDELITE SCREWS LOCATED 6" FROM EACH END OF JAMB AND 3 EQUALLY SPACED SCREWS FROM THE END SCREWS.
2. SIDELITE SCREWS THRU HEADER AND SILL LOCATED AT CENTER OF EACH SIDELITE TOP AND BOTTOM RAILS.
SHEET ROCK
FURRING
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
O z
J
00
m
O H
a
Q
M
M
Z #
c
Z
O
H O
J
Ut
W O
> P
m J
rn
.�
Ca 1-4
L�
LuvLL
Q�
oLuuv
a z
Qa
H
°°
U� m Q
HHm
OO
NV
W
Q H
rn
Lu Z
O
¢
��Q
Q
Z
07-
w
�
rCO
rn
O
_
I-
\� M
aLu
''
m
��. yy •i� Go
• a
ci
0.
LL
•• • % ~ v NI
z LL
0 o v u')
DWG #:
FL -20867.3
SHEET: 17 OF 3 2
1-1/4" MIN
DTRINITY GLASS
EMB. (TYP)
INTERNATIONAL
D .
1
2 3 C
D
°
TRINITY GLASS INTERNATIONAL
°
3365 IST WAY 5
'+ p
FEDERAL WAY, WA 98003
D
°D
PH: (253) 875-7300
C) H
00 00
D
1-1/4" MIN
5
0
�� N
n
M c
04-1-3
C
EMB (TYP)
INTERIOR
o
Q o-
H a o 01
1A A
11 D °'
mH zW
V) ca
o�LL x
SHEET
ROCK
0
N W
o Lo v
a
0co
Q
mLu D
Z
H m m
FURRING
o K
H
o z H
kb F4 v
D
D
°
Z
Z
¢ ��Q
Lu o
m 00
e
D
M a
Lu
°
°
5 ..'3::
.'
7 8
INTERIOR '. D.e
D L w
EXTERIOR
B
o
e.
� U
m
D z< r2 HORIZONTAL CROSS SECTION
n �
D
1 8
SHOWN W/ 2X WOOD BUCK
v J
=
Outswing shown - Inswing also approved4.
Z
D..
0D
1-1/4" MIN
o
D
p
EMB. (TYP)
EXTERIOR °'
11
A D
°
F--1
1
2 3 C �.D .
w
7 8
D
D K
° °
a
L
1 HORIZONTAL CROSS SECTION
g
_ a
o
18 Direct to masonry (5-1/4" min jamb)
Outswing shown - Inswing also approved
5
z
INTERIORGo
O
O
o
° ° N
LL o
K
oo
••*
D
i,��'hr PRO`` n
4
°
7 8
¢" z -J
EXTERIOR
A
Vu- Q~
� __ uz
a�
0 o v
DWG #:
3 HORIZONTAL CROSS SECTION
18
FL -20867.3
SHOWN W/ 1X WOOD BUCK
SHEET:1 Q OF 3 2
Outswing shown - Inswing also approved
1 X/2X BL
IMASONR'
OPENIN(
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.)
VIAX.
YP.)
=E HINGE
DETAIL 2
HINGE DETAIL 1
HINGE DETAIL 2
HINGE JAMB
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCOND®X
1/4"
1-1/4"
2"
4"
ELCO
ULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONOX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent
splitting of wood.
2X BUCK 4
°
1X BUCK 4a
DIRECT TO f
MASONRY °
1 X/2X BUCK
DOOR FRAME--,
MASONRY
OPENING
2X BUCK
a
1X BUCK °
DIRECT TO 4
MASONRY °
2X BUCK
1X BUCK
DIRECT TO
MASONRY
°
4 6" (TYP.)
4
°
)2X BUCK
1 X BUCK
DIRECT TO
MASONRY
TYP. HEAD
& JAMBS
D TYP. SILL
i
a a.
FRAME ANCHORING
Masonry construction
v
STRIKE PLATE DETAIL
14" MAX.
O.C.(TYP.)
6"
}
DTRINITY GLASS
INTERNATIONAL
STRIKE JAMB
0
z
N
o
o�
�� J%•• ' •••OC cwi
63 Lu
o Q U
DWG #:
FL -20867.3
SHEET: 19 OF 32
TRINITY GLASS
INTERNATIONAL
3365
IST WAY S
FEDERAL
WAY, WA 98003
PH: (253)
875-7300
°oH
00 oo
�
M M
Imo-
ul)0
z O 4
Q W
C9
I 1 > MM u�
M
—I
CL
wH ��
O="
LL o
-
"MVV)) 06
v
AOwv
o z U
U� C° Q oo
'It
Q V Z
a
ED H ca
( H m
Q Fi rn
I I z m
Lu63
1
Z
0
¢ � Q �
w /m 00 o
�M
5.50"
IH-
w
}
0
m
Z
®
z
�
O
H
>H
to
CY
o
STRIKE JAMB
0
z
N
o
o�
�� J%•• ' •••OC cwi
63 Lu
o Q U
DWG #:
FL -20867.3
SHEET: 19 OF 32
1 X/2X BU
MASONR'
OPENING
CE
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
AAX.
YP.)
1 X/2X BU
MASONR'
OPENIM
CE
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be
required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCONO
1/4"
1-1/4"
2"
4"
ELCULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONOX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood.
BUCK ANCHORING
DTRINITY GLASS
INTERNATIONAL
V)
Z
H z
O
FH -
H
to
LL U-)
�w
0
X
LL za
LU •-! mLu
m Z
0 0 3— v= v Z
o
DWG #:
FL -20867.3
SHEET: 20 OF 3 2
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
00 oo
O H
M �
V) LO 0
z 0 t-
O Z
I -i � o M
0
-J M Z
CIO
m H=
CL
O = LL- X
Z
v
AOLwQ
ova)
NH Y
oo
ED Z¢m
� �zFi rn
U, H
m
Z
I I m
63 Z
0
¢ v
¢ � n
Mk
H z
� 0
<
YP.)
2. M
LU
0
V)
Z
H z
O
FH -
H
to
LL U-)
�w
0
X
LL za
LU •-! mLu
m Z
0 0 3— v= v Z
o
DWG #:
FL -20867.3
SHEET: 20 OF 3 2
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.)
SEE HINGE
DETAIL 2
HINGE JAMB
1X/2X BU
DOOR FR/
MASONRY
OPENING
FRAME ANCHORING
CONCRETE ANCHOR NOTES: Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT BUILDEX
APCONO
1/4"
1-1/4"
2"
4"
ULTRACOONO
1/4"
1-1/4"
1"
4"
IT APCON®X
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
VIEW A -A
2x
AX.
YP.)
5.50"
STRIKE MULLION
STRIKE PLATE DETAIL
VIEW A -A
VIEW B -B
HINGE DETAIL 1
HINGE DETAIL 2
2X
2X BUCK
1X BUCK
DIRECT TO
MASONRY
2X BUCK
1X BUCK
DIRECT TO
MASONRY
VIEW B -B
�X
Head to mullion attachment Head to mullion attachment Sill to mullion attachment Sill to mullion attachment
(Standard or Fat Mullion) (Two-piece Fat Mullion) (Standard or Fat Mullion) (Two-piece Fat Mullion)
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix lb
00
oo
Q H
M
�
V)L
Z
�
I—
z4Z
2i
kb
O
m M
m
U
CLH
O="
U
Q
v
p w v
LU off
Q�
w
m
�mw
H H m
oo
(,DH
z
E�C
LL
I-,
I I z
(y,
m
LU O¢
m W
v
_1
H Z
Wep
F-
CL
(Y)
Lu
0
= I ..
V)
Z
H z
� o
H
to
LL U-)
� w
I
0
X
N
o
LL Z C
:
�� J%•• ' •••OC V cwi
Lu
LU
m Z
00 3-' v= U
o
DWG #:
FL -20867.3
SHEET: 21 OF 3 2
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.) 1X/2X Bl,
DOOR FR)
MASONRI
OPENINC
SEE HINGE
DETAIL 2
HINGE JAMB
CONCRETE ANCHOR NOTES:
CL
FRAME ANCHORING
Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
7"
d .a 4 ° 3"
A
----
f 3"
d'
c d
b
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
a
1/4"
1-1/4"
a
4"
ULTRACOONO
1/4"
1-1/4"
1"
H 2X BUCK
IT APCONNOX
6"
°
a
}
a
L 1X BUCK
D DIRECT TO
Z
a
MASONRY
_1 M
co
TYP. HEAD
=
CK
& JAMBS
�)
14" 1
O.C.(
SME
pv
a
G
� co
d
° as
0
w
m
Z Qm"'
D TYP. SILL
i
°
1 1
1
6"
FRAME ANCHORING
Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCON®X
1/4"
1-1/4"
2"
4"
ULTRACOONO
1/4"
1-1/4"
1"
4"
IT APCONNOX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
AAX.
TYP.)
5.50"
STRIKE JAMB
STRIKE PLATE DETAIL
HINGE DETAIL 1
HINGE DETAIL 2
2X BUCK
1X BUCK
DIRECT TO
MASONRY
2X BUCK
1X BUCK
DIRECT TO
MASONRY
DTRINITY GLASS
I N T E R N A T I O N A L
TRINITY GLASS INTERNATIONAL
3365 15T WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
w
p
=0
0
ON
0.
LL oZ.
.D j.
LU I-! LLJ
m Z V%
Iz LL-
_= UZ
O p U
DWG #:
FL -20867.3
SHEET: 220F 32
00
O H
M
�
o h
V 1k
c
�D
Zoo
J O
Z
H> M
_1 M
co
co
=
O = U`
U
�)
LLV)w
Z
pv
Ln z
Q
� co
NH
w
m
Z Qm"'
H
lD
Z
Q
Lu
H
0�
Q
H 07—
rn
M
UJ
LL
�z
z
w CO
oo
LU<,o
_
d
M
a
w
p
=0
0
ON
0.
LL oZ.
.D j.
LU I-! LLJ
m Z V%
Iz LL-
_= UZ
O p U
DWG #:
FL -20867.3
SHEET: 220F 32
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.)
SEE HINGE
DETAIL 2
1 X/2X BU
MASONRY
OPENINC
HINGE MULLION
CONCRETE ANCHOR NOTES:
GL
FRAME ANCHORING
Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are '
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT BUILDEX
APCONO
1/4"
1-1/4"
2"
4"
ELCULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONO
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
2X
VIEW A -A
Head to mullion attachment
(Standard or Fat Mullion)
Ax.
YP.)
5.50"
}
STRIKE MULLION
STRIKE PLATE DETAIL
VIEW A -A
Head to mullion attachment
(Two-piece Fat Mullion)
HINGE DETAIL 1
HINGE DETAIL 2
2X
VIEW B -B
Sill to mullion attachment
(Standard or Fat Mullion)
VIEW B -B
�X
Sill to mullion attachment
(Two-piece Fat Mullion)
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
w
0
m
In
Z
H z
� o
H
to
LL U-)
Iyw
0
X
s
LL � � za �
��'�� • ' O\ MJ
.O j
LU �-! mLLJ
m Z
0 0 3- v= v Z
o
DWG #:
FL -20867.3
SHEET: 23 OF 3 2
M
LO_
Z
T
Lo
z
lD
O
m M
mHi
Q
v
p w v
off
Q�
w
m
�mw
H H m
oo
H�
H
z
LL
¢
I I z
m
O¢
m W
v
_1
HZ
W
,/ ep
I—
CL\
M
w
0
m
In
Z
H z
� o
H
to
LL U-)
Iyw
0
X
s
LL � � za �
��'�� • ' O\ MJ
.O j
LU �-! mLLJ
m Z
0 0 3- v= v Z
o
DWG #:
FL -20867.3
SHEET: 23 OF 3 2
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.)
SEE HINGE
DETAIL 2
HINGE JAMB
1 X/2X BU
DOOR FRA
MASONRY
OPENING
CONCRETE ANCHOR NOTES:
CL
FRAME ANCHORING
Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCON®X
1/4"
1-1/4"
2"
4"
ELCULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONOX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
ax.
YP.)
5.50"
f
STRIKE JAMB
STRIKE PLATE DETAIL
HINGE DETAIL 1
HINGE DETAIL 2
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix (,b
O H
M
V) LO
Z
r
1-
Z O
� D
�
~ > OM
lD
OCL
M
o
ca
U
O="
L
Q
v
pwQ
107-
Q
W
ED
m L¢
Z H m
m
1-4
U� H
LL
Q
ix
QF
I-4 O z
G\z
m
O
Q
m W
v
rn
_1
H Z
W
Cf ep
F
CLM
a
LU
Q
0
m
In
Z
h -I z
� o
H
to
LU U-)
�w
0
X
O � N
LL O Z•a r
LLJ�-! mLU
m Z
Oo 3-' v= U
o U)
DWG #:
FL -20867.3
SHEET: 24 OF 3 2
1X/2X Bl,
MASONR
OPENINI
CONCRETE ANCHOR NOTES:
BUCK ANCHORING
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be
required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
7"
MIN.
—411
MIN CLEARANCE TO
f
SIZE
a a d
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCON°X
1/4"
311-
a
"4"
2"
4"
ELCO®
ULTRACON
1/4"
1-1/4"
1"
4"
IT APCONDEX
3/16"
1-1/4"
3"
1-1/2"
ova) AO
4"
°
TYP. HEAD
NH Y
oo
m ZQm
d .
a
& JAMBS
i o z rn
° d
H Z m
Z
a
CK
✓IAX.Z
—�
H
C1 Ca
W ep
<
YP.)
15.13" 1
M
Q
O.C.(IT
1
t'
J
c
°
41
a
a
d
BUCK ANCHORING
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be
required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCON°X
1/4"
1-1/4"
2"
4"
ELCO®
ULTRACON
1/4"
1-1/4"
1"
4"
IT APCONDEX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood.
DTRINITY GLASS
INTERNATIONAL
X
ON
0.
LL C Z,a
i,n,,\\• O W
Lu
w •-! m
m Z
LL
00 v= vZ
DWG #:
FL -20867.3
SHEET: 250F 32
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
M
o� C7
Z#o
O Z
H �
_I M
00
LL X
Z
v
ova) AO
LUQ
NH Y
oo
m ZQm
i o z rn
U, H
m
H Z m
Z
Q v
UJ
✓IAX.Z
—�
H
C1 Ca
W ep
<
YP.)
M
Q
0
X
ON
0.
LL C Z,a
i,n,,\\• O W
Lu
w •-! m
m Z
LL
00 v= vZ
DWG #:
FL -20867.3
SHEET: 250F 32
SEE HINGE °
DETAIL 1
°
. d
d °
° d
31.00" MAX.
O.C. (TYP.) 1 X/2X BUCK
DOOR FRAME
MASONRY
OPENING
SEE HINGE
DETAIL 2
HINGE JAMB
CONCRETE ANCHOR NOTES:
Ai
H 2X BUCK
L 1X BUCK
D DIRECT TO
MASONRY
TYP. HEAD
& JAMBS
L
7" 6" (TYP.)
3"
i
ASTRAGAL SHOWN
FOR REF ONLY
14" MAX.
O.C.(TYP.)
a
° D
TYP. SILL B B i
6"
°
dd
FRAME ANCHORING
Masonry construction
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCONO
1/4"
1-1/4"
2"
4"
ELCULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONNO
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
VIEW A -A
Astragal Strike @ Head
0i
ASTRAGAL
STRIKE DETAIL 1
HINGE DETAIL 1
HINGE DETAIL 2
VIEW B -B
Astragal Strike @ Sill
2X BUCK
1X BUCK
DIRECT TO
MASONRY
2X BUCK
1X BUCK
DIRECT TO
MASONRY
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix(,b
00
oo
Q H
M
�
V)
Z
0
t-
I1-
z 0
H OM
M
g
O
M
mCL
mH
U
O="
L
U
Q
v
p w v
LU H
LU
Q
W
m
m w
H H m
z
LL
LLJ
-Jc
I -A n z
rn
m
OQ
m LU
v
_1
H Z
W
oo
0\
F-
LU
0
V.
0
z
N
NNO
65
O ti, •.�,
0
LL
oC
�� J%•• ' •••OC L)i
63�—! mLLJ
m Z
00 3-' v= vZ
o
DWG #:
FL -20867.3
SHEET: 2 6 OF 32
1 X/2X BU
MASONR'
OPENING
y— CE
BUCK ANCHORING
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors may be
required to ensure the "MAX ON CENTER" dimensions are not exceeded.
2. Concrete anchor table:
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
IT APCONOX
1/4"
1-1/4"
2"
4"
ULTRACONO
1/4"
1-1/4"
1"
4"
IT APCONDOX
3/16"
1-1/4"
3"
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws to prevent splitting of wood.
MAX.
YP.)
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix lb
00
oo
Q H
M
�
V)1`-
0
z#o
t-
� O
Z
I -i > o0
m
m H
=
CLM
O = LL-
X
Z
v
ova )
AOmwQ
NH
oo
Y
ED
Z¢m
U, H
�
�zFi
rn
Z
63
m
I I Z
¢
LU
m
v
-,
H Z
C1
w
Cn
00
<
F-
0-
r,
Lu
0
m
Z
H z
O
FH -
H
to
LL U-)
�w
0
X
0.
00 o
.o
w •-! m
m Z Lu �
0 0 3- v= v Z
DWG #:
FL -20867.3
SHEET: 27 OF 3 2
SEE HINGE
DETAIL 1
31.00" MAX.
O.C. (TYP.)
ISEE HINGE
DETAIL 2
HINGE JAMB
a a d
4 _ G 7..
4 311
1X/2X BUCK
DOOR FRAME
MASONRY
OPENING
- a
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
41
SIZE
EMBEDMENT
TO MASONRY EDGE
a
ITW BUILDO
TAPCON'
1/4"
1-1/4"
as
4"
ELCO
ULTRACONO
1/4"
~
1"
4"
IT APCON®X
3/16"
a. .
Y
1-1/2"
dd :Q d A
A A
H 2X BUCK
L 1X BUCK
D DIRECT TO
MASONRY
TYP. HEAD � ASTROR R AGAL SHOWN
F ONLY
& JAMBS
1--1 —I I— 3"
6"
I
14" MAX.
O.C.(TYP.)
1
1
5.50"
i
B B D TYP. SILL
1 1 1 1 1 1 1 1 i 6"
t
FRAME ANCHORING
Masonry construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations noted as "MAX ON CENTER" and at the corners must be
adjusted to maintain min. edge distance to mortar joints. Additional concrete anchors
may be required to ensure the "MAX ON CENTER" dimensions are not exceeded.
ANCHOR
ANCHOR
MIN.
MIN. CLEARANCE
MIN CLEARANCE TO
TYPE
SIZE
EMBEDMENT
TO MASONRY EDGE
ADJUSTMENT ANCHOR
ITW BUILDO
TAPCON'
1/4"
1-1/4"
2"
4"
ELCO
ULTRACONO
1/4"
1-1/4"
1"
4"
IT APCON®X
3/16"
1-1/4"
Y
1-1/2"
WOOD SCREW INSTALLATION NOTES:
1. Maintain a min. 5/8" edge distance, & 1" o.c. spacing of wood screws
to prevent splitting of wood.
VIEW A -A
Astragal Strike @ Head
VIEW B -B
Astragal Strike @ Sill
ASTRAGAL
STRIKE DETAIL 1
HINGE DETAIL 1
HINGE DETAIL 2
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
ix(,b
Q H
M
V) Imo-.
Z
z 0
r
� D
�
~ > OM
Om
M
mHU
U
Q
O="
v
p w v
LU LU H
Q
W
m
m w
H H m
�
Q
rn
z
O
LL
a
I I z
Q
m W
m
v
_1
H Z
W oo
0\
F-
W
0
m
Z
®
Z
O
H
a
1-4
ix
to
Ily
LLJ
0
z
N
o
o C
�� J%•• ' •••OC L)i
LU -3
�-! m
m Z 11)
0 0 3 = — vv Z
o
DWG #:
FL -20867.3
SHEET:2 Q ®F 3 2
o 3.98" -
1.98
5.25°2.12"
1
_
N
c
c? _
_
1.68"
c�
TRINITY GLASS
INTERNATIONAL
p
O O
O O
C)
�O DO
O
s HINGE
MATERIAL: STEEL
4.56"
SIDE & HEAD JAMBS
(5-1/4" or larger)
MATERIAL: WOOD
4.56"
I
1
-
2.4413
SIDE &HEAD JAMBS
OUTSWING SIDELITE SPACER 25 DOOR SWEEP
26 MATERIAL: PVC
MATERIAL: PVC
_
2.29"�
1
o i
OUTSWING SIDELITE SPACERLu
MATERIAL: PVC
TRINITY
GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 003
PH: (253)875-7300 0
o z
H
o
Qco
o z
LuZ z
mH p
u-
LU H p
l� H
Iix
~ Z
Mco
m
#
H a o
_I M
ca
�_-' k
OU11 u-
o Lu
T Co w
m H H mUi ,c v
p Z Q
H
ch1
H z m
mwa
c 0
a M a
o
m
N
�o OUTSWING SILL
ALUMINUM WITH PVC SUBSTRATE1-4
5.63"
2
MATERIAL: PVC
5.25"
co
DOz
i
UJ
DC
U
a
_
0
9
SIDE & HEAD JAMBS
:. .. ,
M
p
z
r
-
24 INSWING THRESHOLD
ALUMINUM WITH PVC SUBSTRATE
ti 4.56
LO
SIDE &HEAD JAMBS
MATERIAL: WOOD
(5-1/4" or larger)
MATERIAL: PVC
r` 4.56
'' M
2.44"
3 SIDE & HEAD JAMBS
MATERIAL: PVC
1.22" --
=
�
4.56"
2.44"
-
O O O
�
s SILL KEY DETAIL
OPTIONAL
In
��`` O ��� ��, N
����� ••''•"•'• •.ti��'
O , • • ti • o=a
.�-
LL w
OW
d' • VIP a•
'�♦ J'h� • y •Rod . W
''�� - -
�T
¢ � z � ,o LL Q V)N
o0 0 � �z
DWG #:
FL -2867.3
SHEET:29 OF 32
MULLION BASE KIT
15
q�
MATERIAL: PC/ASA
4.56"
t
O
O
N
1
m
STANDARD MULLION
14
MATERIAL: WOOD
URETHANE GLUE
4.56"
O O
� O
N
STANDARD MULLION
16
MATERIAL: PVC
4.56"
FAT MULLION
17
MATERIAL: PVC
SECTION A -A
RETHANE GLUE
TrUA II`t F IDH WS (4 NEAR SIDE)
#8x1 1/4" PRH WS (4 FAR SIDE)
YCC�
TWO-PIECE "FAT" MULLION
18 MATERIAL: PVC
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
a lb
00
00
O ~'
a
M
c
U #
3
Q D
J O
F-0
Z
F4 0
�
lD \
a kbLu
W
Z
m M
J
Z
coo H
0
_ LLLLi
1-4 L
d
p w v
"
0LUaz
m
gym¢
Lu
H m
D
m
¢ a
�
p Z
f
�
Z
Ui
H
H z
of
m
OW
m
rn
a
00
c O.
PHZ
a
M
a
IT
ca
O.... •••• �Y N
O a o
LL o
Opti
.00
fid, •• .••'��
63 ° mz �V)
O o v
DWG #:
FL -20867.3
SHEET: 30 OF 3 2
N
19.63"
DoT
SLIDE BOLT RODE
STEEL
---� 1.63"
TOP BOLT RETAINER
SCREW LOCATIONS (TYP.)
2.75"
LATCH (BLIND HOLE)
— 2.50"
9-3/4" ALUMINUM 2
a O
O
BOLT RETAINER m
SLIDE BOLT ROD 2.65"
Q
Q
ALUMINUM
ASTRAGAL 1.75" ALUMINUM ASTRAGAL
VIEW A -A 2U 68 Aluminum Astragal by Endura Products
Aluminum Astragal Assembly
`� • � 7.84"
T
0) FLUSHBOLT BAR
Diecast Zinc 00
® 0
1.09"
FLUSHBOLT
Diecast Zinc
D
3.38" m
1.44"
VIEW B -B
PVC Astragal Assembly
c+r+nr�ni 1 �nnTl/'1A1[1 /Tvn \
J 1 AT/11 1 /TI IY11 1 1 1/11 1-\
PVC ASTRAGAL
21 6'8 PVC Astragal by Trinity
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
j3� lb
o
co
b
00
O ~'
a
�-
U
o
c
0
0
3.75"
2.50"
3.63" ----
10.75"
H
z
10.50"
18.75"
�n
18.50"
26.75"
26.50"
— 2.50"
9-3/4" ALUMINUM 2
a O
O
BOLT RETAINER m
SLIDE BOLT ROD 2.65"
Q
Q
ALUMINUM
ASTRAGAL 1.75" ALUMINUM ASTRAGAL
VIEW A -A 2U 68 Aluminum Astragal by Endura Products
Aluminum Astragal Assembly
`� • � 7.84"
T
0) FLUSHBOLT BAR
Diecast Zinc 00
® 0
1.09"
FLUSHBOLT
Diecast Zinc
D
3.38" m
1.44"
VIEW B -B
PVC Astragal Assembly
c+r+nr�ni 1 �nnTl/'1A1[1 /Tvn \
J 1 AT/11 1 /TI IY11 1 1 1/11 1-\
PVC ASTRAGAL
21 6'8 PVC Astragal by Trinity
DTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY 5
FEDERAL WAY, WA 98003
PH: (253) 875-7300
j3� lb
O75•..•...• �Yq,�LNy
co
00
00
O ~'
a
�-
v Z
M
c
v
fid, •'
DWG #:
U #
3
Q�D
�O
H
z
H �0
�n
\
W
m M
mH
p O='�`
LL
LL
d
p w v
aZ
0
m
eco
LU
H m
D
Q a
a
oZQ
��
Z
H
H z
p�
m
O
j
rn
CL W
CO LU
F
C
M
a
IT
m
O75•..•...• �Yq,�LNy
co
a
LO
�-
v Z
LL
OW
v
fid, •'
DWG #:
FL
-20867.3
•'• 1y ��
R
co
a
= LL 2
v Z
0
o
v
'In
DWG #:
FL
-20867.3
SHEET: 31 OF 3 2
QpTRINITY GLASS
INTERNATIONAL
TRINITY GLASS INTERNATIONAL
3365 IST WAY S
FEDERAL WAY, WA 98003
PH: (253) 875-7300
BILL OF MATERIAL
ITEM # DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD
C 1/4" MAX. SHIM SPACE -
D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL
E #9 X 3/4" PFH WS STEEL
F #9 X 1" PFH WS STEEL
° H
� J
go a
Lu
H
��
�z LU " u
¢ d �
� J
H J
Z m
�°
H Z
I-
M V
z � p
0
H>�
_I M
m
O ="
v
�wv
gym¢
m
m 11 F-4
p p Z¢ o
w —1 c H m
z
I I¢ v
a ca
w / 00
a \c M
G #9 X 2-1/4" PFH WS STEEL
H #10 X 2-1/2" PFH WS STEEL
I #8 X 2" PFH WS STEEL
J #6 X 1-1/4" DRYWALL SCREW STEEL
K MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 CONCRETE
OR HOLLOW BLOCK
Z
®
H
W
Lu
p
m
CONFORMING TO ASTM C90
z
O
ix
v
Lu
p
1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
M
1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
N
3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
O
#8 X 2-1/2" PFH WS
STEEL
P
3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
Q
O
z
STEEL
R
3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
1
JAMB (FINGER -JOINT PINE - SG>=0.42)
^/ O N
0
LL 00
��//� /, O �,Jw a z
I' �� � 0\'�7 � U
... * pR �� m
.0 >1
tiw r' m mZ
Z LL p o 3: v= v Z
p
1A
JAMB (FINGER -JOINT PINE - SG>=0.42)
WOOD
2
JAMB
PVC
2A
JAMB
PVC
3
JAMB
PVC
DWG #:
FL -20867.3
WEATHER STRIP QEBD650 Q-LON
-
SHEET: 3 2 OF 32
3.98" X 4.0" HINGE MIN 0.098" MIN THICK
CONFORMING TO ASTM C90
L
1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
M
1/4" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
N
3/16" X 3-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
O
#8 X 2-1/2" PFH WS
STEEL
P
3/16" X 2-1/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
Q
#8 X 1" PFH WS
STEEL
R
3/16" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
1
JAMB (FINGER -JOINT PINE - SG>=0.42)
WOOD
1A
JAMB (FINGER -JOINT PINE - SG>=0.42)
WOOD
2
JAMB
PVC
2A
JAMB
PVC
3
JAMB
PVC
5
WEATHER STRIP QEBD650 Q-LON
-
6
3.98" X 4.0" HINGE MIN 0.098" MIN THICK
STEEL
7
STRIKE PLATE
STEEL
8
DEADBOLT PLATE
STEEL
9
SILLKEY
PC/ASA
10
OUTSWING SILL - ALUMINUM WITH PVC SUBSTRATE
ALUM./PVC
11
DOOR PANEL -SEE DOOR PANEL CONSTRUCTION DETAILS SHEET
-
12A
SIDELITE PANEL -SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
-
12B
SIDELITE PANEL -SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
-
12C
SIDELITE PANEL -SEE SIDELITE PANEL CONSTRUCTION DETAILS SHEET
-
13
OUTSWING SIDELITE SPACER
PVC
14
STANDARD MULLION (FINGER JOINT PINE SG>=0.42)
WOOD
15
MULLION BASE KIT
PC/ASA
16
STANDARD MULLION
PVC
17
"FAT" MULLION
PVC
18
TWO-PIECE "FAT" MULLION
PVC
19
1X MULLION
WOOD
20
ALUMINUM ASTRAGAL BY ENDURA PRODUCTS
ALUMINUM
21
PVC ASTRAGAL BY TRINITY
PVC
22
ASTRAGAL STRIKE a� HEAD
STEEL
23
ASTRAGAL STRIKE @SILL
STEEL
24
INSWING SILL - ALUMINUM WITH PVC SUBSTRATE
ALUM./PVC
25
DOOR SWEEP
PVC
26
INSWING SIDELITE SPACER
PVC