HomeMy WebLinkAboutProducts Review; Wood Edge Opaque Fiberglass Single DoorTHERMAIIZU.
Benchmark Doors
WOOD EDGE
OPAQUE FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
"IMPACT"
GENERAL NOTES
1. This product evaluation drawing has been developed in compliance with the 7th Edition (2020) Florida Building
Code (FBC) including the'lilgh Velocity Hurricane Zone° (HVHZ).
2. Product anchors shag be as fated and spaced as shown on detail. Anchor embedment to base material shall be
beyond wall dressing or stucco.
3. When used in the "HVHr this product complies with Section 1626 of the FBC and does not requke an impact
resistant covering.
4. When used In areas outside of the "WW requiring wind bome debris protection, this product compiles 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 E 1996 and FBC Sections 1609.1.2.2 & R301.2.1.2.1.
5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry
construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed
engineer or registered architect.
7. Outswing configurations using Sib numbers 17 & 18 meet the water infiltration requirements for the WHP. All other
configurations do not meet the water inf ffroHon requirements for the "HVHr and shag be installed only in
non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between
the edge of canopy or overhang to A is less than 45 degrees.
TABLE OF CONIEW
SHEET#
DESCRIMON
i
Typical Elevations, Design Pressures & General Notes
2
Door Panel Details
3
Elevations
4
Horizontal & Vertical Cross Sections (2X
5
Horizontal & Vertical Cross Sections (iX Bud
6
Hodwdd & Vertical Cross Sectors (Direct TO Masonry)
7
Vertical Cross Sections Masi
8
Buck & Frame Anchoring
9
Hardware Details
10
11
1 BiA of Materia6
37.75' MAX OA
FRAME WIDTH
130
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DESIGN PRESSURE (PS17
DESIGN PRESSURE (PSi)
CONFIGURATION
POCK
INSWING
OUISWING
POSITIVE
NEGATIVE
POSITIVE
NEGATIVE
HARDWARE
X
latch & Deadboft
+67.0
-67.0
+67.0
-67.0
See Sheet 3 for Hardware Speciflcaffons
a-4
scat N.T.S.
r>wc. BY: JK
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FL-13459.1
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DETAIL A -A
STEEL REINFORCEMENT
PANEL REINFORCEMENT 28.86% OPEN
(off"nftsteej) AREA MAX.
HINGESTILE STEEL REINFORCEMENT LOCK STILE
(ENGINEERED WOOD) (O.OVTHK.) INTERIOR (ENGINEERED WOOD)
#8 X ISPFH WS (TYP. @ EACH DOOR CORNER)
HORIZONTAL CROSS SELMON �cn E rd
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36ff MAX. DOOR
3521,T MAX DOOR 35A13" MAX DOOR
PANEL WIDTH
PANEL WIDTH PANEL WIDTH
0
3
TOP RAIL
0
(COMPOSITE) 0: a.
14
R.
STEEL REINFORCEMENT
(0.02T THr--)
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(POLYURETHANE -
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3-'\ VERTICAL CROSS SECUON ri"YVEIMCM CROSS SECRON OPAWNG No.: Ir
*PDOOR PANEL DOOR �DQQRPANERL to
PMEL FL-13459.1
40 BOOK41 42 Ul a
BOOK Hybrid Door Ul Door 1SHM _.2 F_ll
ELEVATION
X
SEE HARDWARE
CHART
SCHLAGE KNOB: F51
DEADBOLT: B60
KVWKSET KNOB: SIGNATURE SERIES
DEADBOLT: SIGNATURE SERIES (980)
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Benchmark Door Panel Options MY_ sr: LFS Q
Panel options shown are for Mj*afion and are representafive only ° ""G NO--Y
(sunk opaque panel conflgur ons are dowed) FL-13459.1 n
MMT _�L OF El 8
EXTERIOR INTERIOR
1 VERTICAL CROSS SECTION
4 shOuotswtng sho mc(Ir"*v s)mtlar)
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EXTERIOR
2 HORIZONTAL CROSS SECTION
4 ShOwn W/ 2X BU
Oufswing shownC (inswing similar)
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INTERIOR
EXTERIOR �i r-
3 HORIZONTAL CROSS SECTION
4 s own w e euc c
Ou�sWing shown (Inswing similar)
MY MIN.
EMB. (TYP.)
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ET 4 CIF 11 Q
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IX Buck to be secured to
masonry by others
mmuR
2 HORIZONTAL CROSS SECAON
5 Oui= prawing
EXTERIOR r//�/�j INTERIOR
1 VERnCAL CROSS SEMON
Shown w/ I X sub -buck
Outswing shown (ImwhV *n@ar)
3 HORIZONTAL CROSS SECRON
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FL-13459.1 0
Er 5 of 11
EXTERIOR INMWR
1 VERTICAL CROSS SECTON
6 Shown Direct to Masonry
Outswing only w/ 4-9/16 jamb
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MAX MAX.
DIRECT TO MASONRY MAX. DESIGN PRESSURE:
w/ STANDARD STRIKE = t 55 PSF
w/ SECURITY STRIKE = t 65 PSF
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1-1/4° MIN.
EMB. (TYP.)
2 HORIZONTAL CROSS SEC17ON 3 HORIZOMAL CROSS SECTION
6 Shown Direct to Masonry 6 Shown Drect to Masomy
Outswing only w/ 4-9/16' jamb Outswing only w/ 4-9/16 jamb
EXTERIOR %///iJ IMBtiOR
4 VEOM CROSS SKNON
6 Shown Direct to Masonry
WWng only w/ 6-9/16 jamb
5 HORIZONTAL CROSS SEC -DON
6 Outsswinggony Masonry9/11 e jamb
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SME- N.T.S.
6 HORIZONTAL CROSS SECHON
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6 Shown Direct to Masonry
CM BY. LFS 3
Outswing only w/ 6-911 ff jamb
ORNM No.: B
FL-13459.1 c
SHM 6 of 11 ro
Notes.
1. SIR Rem Ws 32.38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T pfh screws or (3) 2.9 staples at each end.
2. SAI Rem Vs 16,17.18 & 19 are attached to jambs w/ (2) #8 X 2-1/2° pfh screws at each end.
3. SRI item # 15 is attached to jambs utilizing (2) # 10 X T pph SKIS screws at each end.
INTERIOR 1A EXTERIOR
EXTERIOR
15A
INTERIOR
2 VERTICAL CROSS SECRON
7 Outswing SRI
SEE NOTE 1
1 VERACAL CROSS SECTION
7 ft m g SM
SEE NOTE
EXTERIOR
INTERIOR
•°. a b, � .. � �'�
P
3 VERBCAL CROSS SECTION
Public Access SRI
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er JK m
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MM NO.: It
In
FL-13459.1 0
rr _L OF 11 0
IK131 1/Tx2-1/T
STAPLES
JAMB TO HEAD DETAIL
(TYP•)
a •
D �
HEAD & JAMBS
(TYP•)
U
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2X BUCK ANCHORING
8x2-1/T'
() PFH WS
JAMB TO HEAD DETAIL
(nP-)
n .
L 2X BUCK
n.
J 1X BUCK
to
BUCK M DIRECTTO
N MASONRY
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FRAME HEAD & JAMBS
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FRAME ANCHORING
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11 M NO.: �
FL-13459.1 a
rr 8 of 11 N
2X BUCK
1X BUCK
DIRECT TO
MASONRY
2X BUCK
1XBUCK G 27
DIRECTTO M
MASONRY
LATCH & DEADAOLT DETAIL
Kvw1wt
2X BUCK
IXBUCK
DIRECTTO
MASONRY
SUB STRIKE
PLATE
2X BUCK 25 '—`— v
1X BUCK G 27
DIRECT TO LAIC
MASONRY
LATCH A DEADBOLTDEWL
SchkW
LATCH & DEADBOLT STRIKE DETAILS
(Standard Deadbolt Strike Plate)
SEE LATCH
& DEADBOU
DETAIL
STRIXEJAMA
Latch and Deadbolt
B
M DIRECTTO
MASONRY
DEADBOLT STRIKE DETAILS
(Security Deadbolt Strike Plate)
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AASONRY
M: N.T.S.
BY: JK
BY: LFS
W= NO.:
FL-13459.1
Br 9 of 11
7.81"
INSWING THRESHOLD
32 Inswfg Composite Arrmtoble 7.3/,r SE
a
SAT
39 INSWING THRESHOLD
ULswing Composite Adjustable Sal
4.58
77,
75
INSWING THRESHOLD
38 lowing Composite AcWddble Sal
M
o
15 PueucaccEssTHREssoID
o
24,V
1 WOOD JAMB
4.56
16 OUMWING THRESHOLD
Composite SH
19 OUTSMNG THRESHOLD
Composite Sip
0 8 SWEEP
J—
c 9 SWEEP
ryH �456" c
F--- 2.W
2 WOOD JAMB
ll.
4.56
0
17 OUISWING THRESHOLD
Compote /Aluminum SE
Cl 5.75"
�ill�:� itf• 31� � -Y!
18 OUISWING THRESHOLD
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CONCREYEANCHOR NOTES:
W W
�
1. Concrete anchor locations at the comers maybe. adjusted fo maintain the min.
£ �
Ln
edge distance to mortarjoints.
^ to
�
2. Concrete andwr locafions noted as MAX. ON CENTER" must be adjusted to
0 0
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:
> >
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tllJ;IFAI#!ki0R :MIFIA'CIi41li4tVR
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Er>~:; ':=;::....:• iVCNOR•:::::::.
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.......................................................................................
TAPC Ne 1/4" 1.114"
:::•::::.[
2' 4"
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m
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EL CO ® 1/4' 1-114"
1' 4'
4 28 15 n
smF- N.T.S.
ULTRACON
® 311C 1.1/4'
TAPCON
AS SHOWN 1-1/i
OwO. en
JK m
aac BY.
LFS 3
rc
WOOD SCREW INSTALLATION NOTES:
OSAWM No.
1. Maintain a minimum 51r edge distance, 1"end distance, & 1"o.c. spacing of
FL-13459.1
wood screws to prevent the spotting of wood.
N
srio r 11 OF 11
BILL OF MATERIALS
BILL OF MATERIALS
ITEM #
DESCR1P110N
MATERfAL
ITEM #
DESCRIPIfON
��
A
B
C
D
E
1 X BUCK (SG >= 0.42)
2X BUCK (SG >= 0.42)
1 /4" MAX. SHIM SPACE
1 /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
WOOD
WOOD
-
STEEL
CONCRETE
25
26
27
28
28A
#8 x 2-1 /2" PFH WOOD SCREW
#8 x 5/�' PFH WOOD SCREW
LATCH STRIKE PLATE
DEADBOLT STRIKE PLATE (STANDARD)
DEADBOLT SUB STRIKE PLATE
STEEL
STEEL
STEEL
STEEL
STEEL
28B
DEADBOLT STRIKE PLATE (SECURITY)
STEEL
G
J
L
3/16" X 3-1 /4" ITW CONCRETE SCREW
1 /4" X 3-3/4"PFH F1C0 OR ITW CONCRETE SCREW
# 10 X 21 /2" PFH WOOD SCREW (1.15' MIN. EMBEDMENT)
STEEL
STEEL
STEEL
29
32
38
4" X 4"HINGE
fNSWING THRESHOLD
INSWING THRESHOLD
STEEL
ALUM/COMP
ALUM/COMP
M
3/16" X 21 /4" ITW CONCRETE SCREW
STEEL
39
INSWING THRESHOLD
ALUM/COMP
N
3/16" X 2-3/4" ITIN 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 (Ul)
-
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 314"PFH WOOD SCREW
STEEL
23
#10 x 3/4"PFH WOOD SCREW
S�-
24
# 10 x 1"PFH WOOD SCREW
��-