HomeMy WebLinkAboutConstruction Plans; DoorsINSTALLATIONNOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIREDAT 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.
G INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE
OF±12INCH (LE.. WITHOUT CONSIDERATION OF TOLERANCES).
TOLERANCES ARE NOT CUMUTATNE FROM ONE INSTALLATION
ANCHOR TO THE NEXT.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD
SEARINGSHIM(S). MAMMOMALLMABLESHIMSTACKTOBEI/4
INCH. SHIM WHERE SPACE OF I/16 INCH OR GREATER OCCURS,
SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
BETTER.
5. THROUGH FRAME: FOR INSTALLATION IWO2X WOOD FRAMING USE
MINIMUM #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE I
12-MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. MINIMUM EDGE
DISTANCE OF 314• SHALL BE MAINTAINED.
6. THROUGH FRAME: FOR INSTALLATION INTO CONCREIFJMASONRY.
USE 114• RW TAPCONS OR 114• ELCO ULTRACCNS OR 3116• RW
TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4• MINIMUM
EMBEDMENT INTO OONCRETEOAASONRY.
7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL
FINISHES. INCLUDING BUT NOT LIMITED TO STUCCO. FOAM. BRICK
VENEER.ANDSIDING.
8. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE
MADE OF CORROSION RESISTANT MATERIAL OR HAVEA
9. FOR HOLLOW BLOCKAND GROUT FILLED BLOCK, DO NOT INSTALL
INSTALLATION ANCHORS INTO MORTAR JOINTS, EDGE DISTANCE IS
MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORFAR
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.
IT. 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 30D0 PSI COMPRESSNE STRENGTH
C. HOLLOWIGROUT FILLED CMU-STRENGTH CONFORMANCE TO
ASTM C90, MIN. Ftn a 2000 PSI.
Trinity Glass International
GLAZED FIBERGLASS DOOR
IMPACT OUTSWING
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND
MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA
BUILDING CODE (FBC). INCLUDING HYNZ AND HAS BEEN
EVALUATED ACCORDING TO THE FOLLOWING:
• TAS2015
• TAS 20N94
TAS 203-94
• ASTM E2834N
• ASTM E330D2
• ASTME331.00
• AAMA 130402
2. ADEOUACYOF THE EXISTING STRUCTURAL
CONCRETER IONRY AND FRAMINGASA 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 a BUCKS (WHEN USED) SHALL BE DESIGNED AND
ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE
STRUCTURE. BUCK DESIGN AND INSTALLATION ISTHE
RESPONSIBILITY OFTHE ENGINEER OR ARCHITECT OF
RECORD FOR THE PROJECT OF INSTALLATION.
4. THE INSTALLATION DETAILS DESCRIBED HEREIN ME 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 NONJNIO:
AREAS.
5. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED
FORTHIS PRODUCT.
6. FRAME&MULLION MATERULL:WOOD OR PVC
7. CLADDINGMATERIALFIBERGLASS
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
Sidelite panel construction details
8
Glazing details
9
Vertical cross sections
10
Vertical cross sections
11
Horizontal cross sections -
12
Horizontal cross sections
13
Horizontal cross sections
14
Vertical & Horizontal cross sections
15
Horizontal cross sections
16
Buck & Frame anchoring
17
Buck anchoring -
18
Frame anchoring
19
Frame anchoring
20
Frame anchoring
21
Buck anchoring
22
Frame anchoring
23
Frame anchoring
24
Buck anchor'n
25
Frame anchoring
26
Components
27
Components
28
Com one
29 1
Bill of materied als
Digitally signed by Hermes F. Norero, P
Reasom I am approving this document
W
4
u12$ w
z�+ w
s
w�m a
G
Na
S z
ox,, C
owu
Z
n
Z.me
Hzm i
IN
W
z�H �
n/
y,� IU f] °S
F
N;
y : s
PRoF``
Fw-af mN m2 �N
LL e H'
OF
aD TRINITY GLASS
INTEF NATIONAL
37.50° MAX. O.A. 37.50' MAX. O.A.
FRAME WIDTH � � FRAME WIDTH
1 2 3 � 2 3 mxrarv� ss w+eoN..nwa
9 9 9 9 es�mw�Ys
iFEFYK WAY. W�98T]
fl1: (251)BA)]tb
O m n
NZ QW Z,6 n
e[[� zx -,0-
2N OD e
Z.
w <�
Z.
Exru
LL X 0 a
0 2 2 m
L ,
z
V1 �
> 8
LU w
CL
3 3
9 9 z
z
DOOR WITH RECTANGULAR LITE DOOR WITH OVAL LITE �,O * a� �AA &
.� �Q-.... ....... 8ti. 9
O r 6
LL f
y `•; s
mod,
iAidh, #PROF`;.£
FO' mN (9Z WN
O Q U H
DWG if:
FL-20867.1
MAX.
FRAME
LITE
DESIGN PRESSURE (PSF)
DIMENSION
TYPE
POSITIVE
NEGATIVE
RECTANGULAR
+60.0
-60.0
37.50" X 60.50"
OVAL
+75.0
-75.0
TRINITY GLASS
74 5 MAX( OA 11200-MAX O.A.D iNTENNgrio NAL
lGOdiY61w551NlOW.ROW1
)]CSISi WAYS
fEOEGt W/.Y. W19%N
M lb]1B1}]9W
� m n
4 V P
aW
2j Z. S
ySN Oy dm
U
9
V Y
W
�F 7n pWy�
3 Jusm roz Y
TV UW �j
z "
a�m
r
m
vl
Z
O z
H
LL w
3 3 3 3
9 9
CONTINUOUS HEADER AND SILL CONTINUOUS HEADER AND SILL z
`O. 6:
LL M
y
<y� .
o� 3� =i uz
FL-20867.1
SHEET. 3 OF 29
o a u �
FRAME WIDTH
FRAME WIDTH
MAX.
CONFIGURATION FRAME ,IAMB 8 MULLION TYPE DESIGN PRESSURE (PSF)
DIMENSION POSITIVE NEGATIVE
WOOD +60.0 -70.0
OXO(O 74.75" X 80.50" PVC +55.0 -55.0
OXO 112.00" X 80.50" WOOD +55.0 -55.0
PVC +55.0 •55.0
75.50' MAX. OA. 113 50" MAX O.A. TRINITY GLASS
FRAMEWIDTH
- DiN rEnnnrio rtni
.75' MULLION
37.50' MAX. 37.25' MAX.
FRAMWIDTH ^ FRAME WIDTH FRAME WIDTH FRAMEWIDTH
•I 2 3 1 2 4 iEOELAW YWWA96Wl
9 � 1 1 TE t+s3)en,mo
O m m
o O ^
�5 00 �m E
N FN Nm
m� QW O�fi x
i JO m Zam �^
uw w �<�
m iL
x mw�
p aam
w
x
W
2 0
W X 0 4 O 1
1 4 m
11
O 1
3 2 Z
m 1
H
LU
AX
3 3
3 3 °z
9 1 g AAA rr� �
r
o,' 6`
f
y5• ��.
...
O T
O Q U h
DWG#:
FL-20867.1
SHEET: 4 OF 29
Lc
E
FRAME WIDTH
X.
MA
CONFIGURATION FRAME JAMB 8 MULLION TYPE DESIGN PRESSURE (PSFJ
DIMENSION
POSITIVE NEGATIVE
OX/XO 75.50" X 80.50" WOOD +60.0 -70.0
PVC +55.0 55.0
OXO 113.50" X 80.50'• WOOD +55.0 55.0
PVC +55.0 55.0
aDTRINITY GLASS
NTCPNNTIONAL
150.00' MAX. O.A. FRAME WIDTH
74.00" MAX. FRAME WIDTH mmmrsussvu]Esv.rraNW.
3]C913T W/.YS
.75"MULLION eeoFmi w.r.wse®
Y�'Ixvle�s�wo
74 00' MAX WIDTH
37.25' MAX. FRAME WIDTH m
0 0
z
1 2 3 1 2 4 arc za8
9 9 1 200 oim^ e
u1L
�m 9
N< JW m ~~m R
Qm [1 pow
O CL 1+ [J
W c < m u a a
r a4$m Z
a
a
2 m
4 Z
1 p
2 H z
1 °
H r
W w
3 3 3 °
g g 1 Z e gg
a3dryrrgi k
. r
LL H
d `•.
,�y •..
> ] u
ze m
mZ
o a u
DWG#:
FL-20867.1
SHEET: 5 OF 29
FRAME WIDTH
1 2 3
9 9 4
x
r,
x
11
3
X
O
3
x
m 1
11
1
1
1
2
LO
O
3
O
LL111j
CONFIGURATION
MAX
FRAME
DIMENSION
DESIGN PRESSURE (PSF)
ALUMINUM ASTRAGAL
DESIGN PRESSURE (PSFJ
PVC ASTRAGAL
POSITIVE
NEGATIVE
POSITIVE
NEGATNE
XX
74.00" X 80.50"
+55.0
55.0
+47.0
�7.0
OXXO
750.00" X 80.50"
+55.0
55.0
1-1.58—
LVL STILE
FIBERGLASS SKIN
rFOAM CORE
I
3EE BHT 8 2.38' 1.58'— PVC STILE CAP
INTERIOR .17°
SEE DETAIL 2 J
EXTERIOR LVL LOCK BLOCK
PVC STILE CAP L
Q HORIZONTAL CROSS SECTION
6
35.75
PANEL WIDTH
15.50' D.L.O.
ci
l'::r
it
FOAM
LVLLOCK
BLOCK
mcurvwnsswrzawnwa
3b]IS W�;S
1.57"
�
fEpg'y. W°Y. 9m]]
vw:anlsmnao
�
o m
m
M
TOP RAIL
PVC
J W
WO
�06O
K�
-
FIBERGLASS
SKIN
2.
O
z
W < a
$t ai'�Y j
W O<
Jm yj p a
:SxtJtii:
.�� GI G7 G3 G INTERIOR
SEE SHT 8
EXTERIORSEE
O
j
z
DETAIL i DETAIL 1
c
z
Ss � FIBERGLASS YARN
o = REINFORCEMENT %=•:'
FIBERGLASS SKIN
Z
.r_°'`�^'''c
�]S
DETAIL 2 j'
LL F J
GLAZED DOOR 11 GLAZED DOOR
11 FIBERGLASS SKIN: 0.079' THICK MIN. FIBERGLASS SKIN: 0.079° THICK MIN.
FOAM CORE: POLYURETHANE FOAM CORE: POLYURETHANE
LOCKSET
HARDWARE
MANUFACTURER
MODEL
KWIKSET
LOCKS DEADBOLT COMBO
SIGNATURE SERIES 991
KWIKSET
LOCK B DEADBOLT COMBO
SIGNATURE SERIES 980
SCHLAGE
LOCK: F-SERIES
DEADBOLT. B60 SERIES
BOTTOM ye.
RAIL PVCco
v m m 2 cm � 3J'm uz
o p . h
2 VERTICAL CROSS SECTION Dwr A FL 20867.1
SHEET: 6 OF 29
1
FIBERGLASS SKIN
.78" r
r-FOAM CORE
I 1 it �IINII� ��slFr.,`..-°��`*``•'` •mot i;y8!
LVL STILE J SEE DETAIL 1
EXTERIOR
HORIZONTAL CROSS SECTION
`7J
o� FIBERGLASS YARN
o
REINFORCEMENT
0
FIBERGLASS SKIN
DETAIL 1
SIDELITE PANELPANEL
FIBERGLASS 0.079'THICK MIN.
FOAM CORE: POLYURETHANE
1.57"
STILE
FOAM
EXTE'
LVL BOTTOM RAIL
lifela-W PI
INTERIOR
Ii) VERTICAL CROSS SECTION
a
25
w>m
SS
zo
c
SKIN
3 n z o
w0 ay2
v m
apxm R
20 O
aV
Hq� Wl
m Z a�aam
�~ NN
=
W DU
� OTC
W
u
i m W a R_
0
93
a ^.
DWG#:
FL-208671
SHEET: 7 OF 26