HomeMy WebLinkAboutProducts Review; Wood Edge Glazed Fiberglass Single DoorIm
THERMANTRU.
Benchmarks Doors
WOOD EDGE
GLAZED FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
GENERAL NOTES r,immc "
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
compries with FBC Sections 1609.1.2 & R301.2.1.2 and does not require an
impact resistant covering. This product meets missile level "D" and includes Wind
Zone 4 as defined in ASTM El996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
4. For 2x stud framing construction, anchoring of these units shall be the some 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. Benchmark Door panels require the use of "J" part numbers and
must be stained or painted within sic months of installation.
TABLE OF CONTENTS
SHEET#
DESCRIPTION
1
Typical Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Elevations
4
Horizontal & Vertical Cross Sections 12X Buck)
5
Horizontal & Vertical Cross Sections (IX Buck
6
Horizontal & Vertical Cross Sections (Direct to Masonry)
7
Vertical Cross Sections (Thresholds)
B
Buck & Frame Anchoring
9
Hardware Detail
10
Glazing Details
11
Components
12
Bill of Materials
37.7S' MAX.
FRAME WIDTH
Z
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DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
CONFIGURATION
LOCK
INSWING
OUTSWING
HARDWARE
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
X
Latch & Deadbolt
+50.0
-50.0
+50.0
1 -50.0
See Sheet 3 for Hardware Specifications
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FL-17540.7
0.7 1 OFy2
T.18" Gl EXTERIOR 4.02"
I
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HINGE STILE INTERIOR LOCK STILE
(ENGINEERED WOOD) (ENGINEERED WOOD) /�/ry/T/ ••
1 HORIZONTAL CROSS SECTION
2 1.09" G1 EXTERIOR 3.93"
F •s'f'�'j? ci •. I �
.'- ' r• � INTERIOR � I
LOCK STILE
HINGE STILE
(ENGINEERED WOOD) (ENGINEERED WOOD)
2 HORIZONTAL CROSS "SECTION
2
36.0" MAX. DOOR
PANEL WIDTH
35.813" MAX. DOOR
PANEL WIDTH
DOD,
35.813" MAX. DOOR
PANEL WIDTH
III ',III
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b.
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INTERIOR
— TOP RAIL
(COMPOSITE)
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SCAM N.T.S. n
Benchmark Door Panel Option. dK
Products approved include all embossed panel doors and 2 panel recessed panel doors. D . ar LF5 3
Similar glazed panel configurations are allowed. rr
Panels shown are for Illustration and are representative only. o twwwc r+o.:
FL-17540.7 0
SFtfEEr .3 OF 12 N
_
MANUFACTU.,
KNOB: F51
SCHIAGE
DEADBOLT: 860
KNOB: SIGNATURE
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DEADBOLT: SIGNATURE
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VERTICAL CROSS SECTION
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DATE 4128115 z
1-114'MIN. L 29
1
1-1/4'MIN.'o
MILE N.T.S.
5
EMS. (TYP.)
EMB. (TYP.)
owc. ar: JK m
2 HORIZONTAL CROSS SECTION
3
HORIZONTAL CROSS SECTION
CHK. BY. LFS 3
q Shown w/ 2X Buck
4
Shown w/ 2X Buck
DRAWING No.: rc
Oulswing shown (Inswing similar)
Outswing shown (Inswing similar)
FL— 17540 7 0
sH¢er 4 of 12
1-IM MIN.
EMB. (1YP.)
IX Buck to be secured to
masonry by others
2 HORIZONTAL CROSS SECTION
$ Shown w/ IX Sub —buck
Outswing shown (Inswing sidlor)
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
$ Shown w/1Xsub-buck
Outswing shown (Inswing similar)
3 HORIZONTAL CROSS SECTION
5 Shown w/ IX Sub —DUCK
Outsw ng shown (Inswing similar)
'MIN.
(TYP•)
u: N.T.S. :1
3
BY. JK m
L BY: LFS 3
AN0 NO.: lz
In
FL-17540.7 m
Er S OF N
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M
1.5"
MAX.
EXTERIOR ;� INTERIOR
1 VERTICAL CROSS SECTION 4 VEdd11RCUi1/CAL CROSS SECTION
6 Shown Direct to MasoruShown Direct to Masonry
Outswing only w/ 4-9/16 Jamb Outswingonlyw/6-9/16jamb
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE _ ±47 PSF
w/ SECURITY STRIKE_ ± 55 PSF
1.51
MAX.
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INTERIOR
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EMB. (TYP.)
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EXTERIOR E
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1-VeMIN. 1-1/4 MIN• Id 1-1/4"MIN.
OATS: 4 28 15 z
EMB. (TYP.) EMB. (TYP.) EMB. (TYP.)
N.T.S. °
2 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION
3 HORIZONTAL CROSS SECTION
JK m'
LFS
6 Shown Direct to Masonry6 Shown Direct to Masonry
Shown Direct to Masonry 6 Shown Direct to Masonry Outswing onlyw/ b 9/jamb Outswing only w/ 6-9116'jamboro:
rDR-AZMNG
Outswing only w/ 4-9/16'jamb Outswing only w/ 4-9/16 jamb17540.7
6 OF 12
Notes:
1. Sill Item #'s 32,38 & 39 are attached to lambs w/ (3) #8 X 2-1 IT pth screws or (3) 2..T staples at each end.
2. Sill Item #'s 16,17, 18 & 19 are attached to lambs w/ (2) #8 X 2-1 IT pfh screws at each end.
3. Sill Item # I Is attached to lambs ufirdng (2) # 10 X 7' pph SMS screws at each end.
EXTERIOR
SEE NOTE
INTERIOR
2 VERTICAL CROSS SECTION
7 Outswing Sill
INTERIOR
SEE NOTE 1
EXTERIOR
1 VEIMCAL CROSS SECTfON
7 Inswing Sin
SEE
EXTERIOR
INTERIOR
3 VERTICAL CROSS SECTION
7 Public Access Sll
M N.T.S.
5
:. BY.. JK a
ert LFS 3
WING NG.: R
FL-17540.7 0
Er 7 GF 12 (.1CA
HEAD & JAMBS
(n•P•I
2XBUCK
MASONRY
(TyP') 2X BUCK ANCHORING
(3) 1/2"x2-1/7 (3) #8X2-1/7
STAPLES PFH WS
JAMB TO HEAD DETAIL JAMB TO HEAD DETAIL
(n•P•) (n'P•)
L 2X BUCK
BUCK
J IX BUCK
M DIRECTTO
N MASONRY
FRAME
HEAD & JAMBS
(TYP•)
o
FRAME ANCHORING
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SYINO NO.: ¢
FL-17540.7
0
Ef 8 OF 12
2X BUCK L 28
1XBUCK G
DIRECT TO M 0 26
MASONRY
2X BUCK 25
1XBUCK G 0
27
DIRECTTO M
MASONRY
LATCH & DEADBOLT DETAIL
Kwilaet
SEE
& DE
DI
2X BUCK
1XBUCK
DIRECT TO
MASONRY
SUB STRIKE
PLATE
2X BUCK 25 L *L-� �J
IX BUCK G 27
DIRECTTO M
MASONRY
LATCH & DEADBOLT DETAIL
Schlage
LATCH & DEADBOLTSTRIKE DETAILS
STRIKE JAMB
Latch and Deadlwlt
8B
M DIRECT TO
MASONRY
DEADBOLT STRIKE DETAILS
(Security Deadbolt Strike Plate)
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HINGE DETAIL
2X BUCK
X BUCK
]IRECTTO
MASONRY
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FL— 17540.7
FT _�L aF 12
is
EXTERIOR
CELLULAR I IT GLASS BITE
GLAZING TAPE
V'THK-GLASS
I fir TEMPERED GLASS
1/TAIR SPACE
5/3TANNEALED GLASS
DOW 995
0.09T PVB INTERLAYER
OR (Saftex PVB by Eastman Chemical) or
SIKA 552 (TroWol PVB by Kurcray America)
1/9' ANNEALED GLASS
# 10 X I-11T PPH SMS 3A SWIGGLE GLAZING SPACER
INTERIOR
G19 GLAZING 01TAIIVum1n.mImpact
UteFame
DDor Panels & Siderites
20.89'D LO
'I WIDTH r
7W- 17 J�'-. F�Ew=��
I wt
INTERNAL GRID JGBG)
jPRNACY INSERT
1 " LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
d
d
U3
N
#10X 1-1/2'11H SMS
(TYP-)
g3AAAlUMINUM FRAME
Aluminum Impact Lite Frame
,.., Panels mpSideUtes
4*
ALUMINUM UTE FRAME
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MENG NO.:
1 7540.7
:Er _10 OF L2 -_
7.81"
, Mr,
g��NSWING THRFSHOLD
°L i.gComposifeAduslable7-3/4'S0
*INSWING THRESHOLD
Inswing Compos to Adjustable S8
4.5G'
fq
*INS THRESHOLD
trnwing Compost. Adustable SM
Cl!
o
h-- 2.44" --I
� WOODJAMB
4.5e
16 0 - WING THRESHOLD
Composite Sal
—4.56'--1
P
CD
C f WING THRESHOID
19 omposte SLI
c3, 4.56° cs
0
2 WOODJAMB
4.56'
0
, f WING THRESHOLD
Composite /Aluminum Sll
US'
Si`•i:vv'�
OUISWING IHROHOID
18 Composite/AluminumSll
)lheanal Break)
6.0"
C50 f o
c J—
�— 1.7r 1.4i I • — 2.06"
15 PUBLIC ACCESS THRESHOLD 0 8 SWEEP o i SWEEP 10 SWEEP o
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FL-17540.7
tT 11 OF 12
I
BILL OF MATERIALS
BILL OF MATERIALS
ITEM R
DESCRIPTION
MATERIAL
ITEM R
DESCRIPTION
MATERIAL
A
I X BUCK (SG >= 0.42)
WOOD
25
#8 x 2-1 /2"PFH WOOD SCREW
STEEL
B
2X BUCK (SG >= 0.42)
WOOD
26
418 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 (STANDARD)
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
32
INSWING THRESHOLD
ALUM/COMP
L
# 10 X 2-1 /2" PFH WOOD SCREW (1.1 S' MIN. EMBEDMENT)
STEEL
38
INSWING THRESHOLD
ALUM/COMP
M
3/16" X 2-1/4" ITW CONCRETE SCREW
STEEL
39
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" ITW CONCRETE SCREW
STEEL
40
DOOR PANEL (BOOK)
-
1
JAMB (FINGER JOINT PINE)
WOOD
41
DOOR PANEL (HYBRID)
-
2
JAMB (FINGER JOINT PINE)
WOOD
42
DOOR PANEL (U1)
-
6
WEATHERSTRIP (MEDIUM REACH)
FOAM
7
WEATHERSTRIP (LONG REACH)
FOAM
8
SWEEP
VINYL
9
SWEEP (USE W/ MODERATE CLIMATE THRESHOLD)
VINYL
10
SWEEP (USE W/ PUBLIC ACCESS THRESHOLD)
VINYL
15
PUBLIC ACCESS THRESHOLD
ALUM
16
OUTSWING THRESHOLD
ALUM/COMP
17
OUTSWING THRESHOLD
ALUM/COMP
18
OUTSWING THRESHOLD
ALUM/COMP
19
OUTSWING THRESHOLD
ALUM/COMP
22
#8 X 3/4' PFH WOOD SCREW
STEEL
23
# 10 x 3/4" PFH WOOD SCREW
STEEL
24
# 10 x 1" PFH WOOD SCREW
STEEL
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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 mortarjoints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
A�ICIIOR
ANCHOR
MIN i'-:=
;:NIINaCLEARANGI;
MIN:CLEAI2ANC£
TOtW130NRy
........
TOADJACENT .
:;;.;TYPE.::::- ::
::....:.:::.:::::....::...::.....:::::::............:.:..:...:::::::.;:>;:s::::.::::::;�iisiEDGE;;i::;i:::e:
•; •;::-5(If a; ;•;::EM..
i•:�:z;;ANCN6R:;;;::{i
ITW
TAPCON®
1/4 "
1-1/
2"
4"4"
ELCO ULTRACON ®
1/ 4"
1.1/4"
ITW ®
3/16"
1-1/4"
AS SHOWN
1.1/P"
TAPCON
WOOD SCREW INSTALLA71ON NOTES:
1. Maintain a minimum 5/8" edge distance, I"end distance, & I"o.c. spacing of
wood screws to prevent the splitting of wood.
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'WING NO.:
FL-17540.7
rr 12 OF 12