HomeMy WebLinkAboutTHERMATRUM b
N AML 0A
Fiber -Classic, & Smooth -Star,
COMPOSITE EDGE
GLAZED FIBERGLASS SINGLE DOOR
INSWING/OUTSWING
"IMPACT'
GENERAL NOTES
1. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building
Code (FBC) including 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 the "HVHT' this product complies with Section 1626 of the FBC and does not require an impact
resistant covering.
4. When used in areas outside of the "HVHZ" requiring wind bome debris protection, this product complies 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. This product meets the water infiltration requirements for the "HVHZ".
8. Outswing configurations using Coastal Sill (item #19) & Composite Sill (item #16) under active doors meet water
infiltration requirements for "HVHZ". All other configurations do not meet the water infiltration requirements for the
"HVHT' and shall 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 sill is less than 45 degrees.
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TABLE OF CONTENTS
DESIGN
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
SHEET#
DESCRIPTION
SHEET#
OUTSWING
1
Typical Elevations, Design Pressures & General Notes
7
Vertical Cross Sections (Thresholds)
2
Door Panel Details
8
Buck & Frame Anchoring
3
Elevations
9
Hardware Details
4
Horizontal & Vertical Cross Sections (2X Buck)
10
Glazing Details
5
Horizontal & Vertical Cross Sections (1X Buck)
11
Components
6
Horizontal & Vertical Cross Sections (Direct to Masonry)
12
Bill of Materials
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FRAME WIDTH
DESIGN
DESIGN PRESSURE (PSI)
DESIGN PRESSURE (PSI)
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Fiber-Classic/Smooth-Star Door Panel Options CHK. BY: LFS
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(similar glazed panel configurations are allowed) FL -20470.7
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DATE: 08102116
SCALE: N.T.S.
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Notes:
1. 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.
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EXTERIOR
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SCALE: N.T.S.
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SCALE: N.T.S.
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CELLULAR 1 /2" GLASS BITE
GLAZING TAPE
1" THK. GLASS
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OR Q (SAFLEX OR KURARAY BUTACITE)
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INTERIOR 3A SWIGGLE GLAZING SPACER
G1 GLAZING DETAIL
Aluminum Impact lite Frame
Door Panels & Sidelites
1.53"
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3A ALUMINUM FRAME
Aluminum Impact Lite Frame
Door Panels & Sidelites
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WIDTH
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PRIVACY INSERT
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1" LAMINATED INSULATED IMPACT GLASS INSERT OPTIONS
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DATE 08102116
SCALE: N.T.S.
DWG. BY: JK
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DRAWING NO.:
FL -20470.7
SHEET 110 OF 12
3
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N
7
7.59" _� — 7.5"
LQ
01
Cli
32 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill 7-1 /7'
33 INSWING THRESHOLD
Inswing Basic Fixed Sill
5.75'
LO
M
34 INSWING THRESHOLD
Inswing Moderate Climate Sill 1-3/8"
35 INSWING THRESHOLD
Inswing Moderate Climate Sill
f - 5.75"
E0 -Ij-
LO
INSWING THRESHOLD
36 Inswing Basic Fixed 5-3/4"Sill
37 INSWING THRESHOLD
Inswing Basic Fixed 7-1 /2" Sill
38 INSWING THRESHOLD
Inswing Composite Adjustable Sill
39 INSWING THRESHOLD
Inswing Basic Composite Adjustable Sill
6.0"
cooD
O
CO
1.79"
�0 8 SWEEP
� 5 PUBLIC ACCESS THRESHOLD
I--1.92"
SWEEP o
9
2.06"
O SWEEP o
LO
N 4.56"
2
(-� 2.3b" ►i
WOOD JAMB
(�1-16-)
OUTSWING THRESHOLD
Composite Sill
MAX. +55 PSP
(where water infiltration is required)
0
— 4.56'
�177) OUTSWING THRESHOLD
Composite / Aluminum Sill
18 OUTSWING THRESHOLD
Composite /Aluminum Sill
(Thermal Break)
9 COASTAL OUTSWING THRESHOLD
Wood / Aluminum Sill
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DATE: 08102116
SCALE- N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20470.7
SHEET 11 OF 12
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DATE: 08102116
SCALE- N.T.S.
DWG. BY: JK
CHK. BY: LFS
DRAWING NO.:
FL -20470.7
SHEET 11 OF 12
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 (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
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
PUBLIC ACCESS THRESHOLD
ALUM
40
DOOR PANEL (BOOK)
-
16
OUTSWING THRESHOLD
ALUM/COMP
41
DOOR PANEL (HYBRID)
-
17
OUTSWING THRESHOLD
ALUM/COMP
42
DOOR PANEL (U 1)
-
18
OUTSWING THRESHOLD
ALUM/COMP
19
COASTAL OUTSWING THRESHOLD
ALUM/WOOD
22
#8 x 3/4" PFH WOOD SCREW
STEEL
23
#10 x 3/4" PFH WOOD SCREW
STEEL-
TEEL24
24
#10 x 1" PFH WOOD SCREW
STEEL
INN
ANCHOR
�; • Cr)
MIN. CLEARANCE
V, d
TYPE
•, '.• ........
EMBEDMENT
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N
CONCRETE ANCHOR NOTES:
I. 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
ANCHOR
MIN.
MIN. CLEARANCE
MIN. CLEARANCE
TYPE
SIZE
EMBEDMENT
TO MASONRY
TO ADJACENT
EDGE
ANCHOR
ITW ®
1/4"
1-1/4"
2"
4"
TAPCON
ELCO ®
1/4"
1-1/4"
In
A"
�f
ULTRACON
ITW ..0
3/16"
1-1/4"
AS SHOWN
1
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 518" edge distance, V end distance, & V o.c. spacing of
wood screws to prevent the splitting of wood.
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DATE: 08102116
SCALE: N.T.S.
DWG. BY: JK
CHK. 9Y: LFS
SWING NO.:
FL -20470.7