HomeMy WebLinkAboutFIBERGLASS DOORTHERMAITRU'
FI LE COPY
RECEIVED
JAN 18 2019
T H E R M A T R U DOORS ST. Lucie County, permitting
1 78 INDUSTRIAL DR.. ED BERTON, DH 4►/EN31J)517
30 1 // 1 II��II
X68
"FIBER CLASSIC"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
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GENERAL NOTES
1. This product has been evaluated and Is in compriance with the 61h Edition (2D17)
Florida Building Code (FBC) structural requirements excluding the "High Velocity
Hunicane 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 complies
vilth FBC Sections 1609.12 & R301.2.1.2 and does not require an Impact resistant
covering. This product meets missile level'D" and excludes Wind Zone 4 as defined
in ASTM El 996 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 same as that
shown for 2x buck masonry construction.
S. Site conditions that deviate from the details of ft drawing require further
engineering analysis by a licensed engineer or registered architect.
TABIEOFCONTENTS
SHEET#
DESCRIPTION
I
Typical elevotiam. design pressures &general notes
2
Doorponeldetak
3
Horaontal cross sections
4
Vertical cross secibns
5
Buck and frame ancho(ing- 2X buck masonry construction
6
Fame ancho4ng-1X buck masonryconshucton
7
Birof MatetlaB BComponems
37.59' MAX. OA.
FRAMEWIDTH �/j,��
36W MAX. SO4AI)
-PANEL WIDTH ` `1 g
9YE
1 T
z
0
'
W1
EDIE]
go
010
efulmll-U."
-1 111" r—
T—M
@ HORIZONTAL CROSS SECTION
EXTERIOR
INTERIOR
(VERTICAL CROSS SECTION
1-1/4'Ma
EMB. (IYF.1
1 HORIZONTAL CROSS SECTION
9 iraMg configlnotion
TERIOR
TERIOR
INTER
EXTER
3
j Inswing configuration
1-1/4'MIN.
EMB. (TYP.I
INTERIOR " "'%/.... EXTERIOR
1 VERTICAL CROSS SECTION
q MFRlg confBuOSS.
• e
3 VERTICALCROSSSECTTON
q Intwing conflBumllon
INTERIOR r������/A EXTERIOR
2 VERTICAL CROSS SECTION
q Shown w/7Xwbbuck
EXTERIOR INTERIOR
eVERTICAL CROSS SECTION
q Ouhwing conVgumtlon
17
BUCKANCHORING STRfKEJAMB
CONCRETEANCHOR NO
1. Concrete anchorlocations at the comers may be adjusted to maintain the min.
edge distance to mortarjoInts.
Z Concrete anchorlocations noted as"MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to morforloInts, additional concrete anchors
may be required to ensure the "MAX. ON CENTER"dimenslon are not exceeded.
S. Concrete anchor table:
ANCHOR
ANCHOR
:;..:MIN, %1
MIM CLEARANCE .
I .
MON.CLEARAN"
:.Tm:
EMBE DMtw
MASONRY �
::TO-Akctfott%
TO ADJACENT
.SIZE q:
.
EbSE::d.
"W
1/4"
1-1/4'
4
TAPCON'
'LCO
1/4'
1.1/,r
4"
ULIRACON®
I I I.Maink
), V'end distance,& I"o.c. spacing
of wood.
61
so
MASONRY
OPENING
FRAME
TYP. HEAD &
JAMBS
e Q
0
2XBUCK
FRAMEANCHORING
Masonry 2l(buck construction
HINGE WAIL
0
HINGEJAMB
LATCH & DEADBOUIDErAIL
A M
6"
6
MASONRY
OPENING
FRAME J ��sggg?ttt
TYP. HEAD 8
JAMBS P 0
^O
I I•
F WWW •
L SWKEJAMB TRAMEANCHORING
Masonry IX buckmnshudion
CONCRETEANCHOR NOTES:
i 1. Concrete anchorlocaHons of the comers maybe adjusted to maintain the min.
edge distance to mortarjoints.
f 2 Concrete onchorlocallons noted as 'MAX. ON CENTER"must be adjusted to
maintain the min, edge distance to mortarjoints, additional concrete anchors
f may be requlred to ensure the "MAX. ON CENTER" dlmension are not exceeded.
3. Concrete anchor fable:
ANCHOR
ANC
HOR NCHOR
MIN.
MIN. CLEARANCE'
PTO
MIN. CLEARANCE.
TYPE'
SIZE
.`
EMBEDMENT:.
MASONRY �`.TOADJACENT.
.,
..
.
.1.1/4'
EDGE .. .....
.... ANCNOR'�'."
ITW
1/4"
2"
4"
TAPCON•®:
ITW e
TAPCON
3 16"
/
1-1/A'
WOOD SCREW
INSTALLATION
NOTES:
didnm-o 1"and dielnnGP. R I"n.G. mnClno
AMInINn n minimum
S/A^ndnn
NINGEJAMS
LATCH A DEADBOLTOETALL
HINGEDETAIL
BILL OF MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
I BUCK SG>=0.55
WOOD
8
2X BUCK SG>=0.55
WOOD
C
MAX. 1/4'SHIM SPACE
WOOD
D
1/4" X 23 4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY -3AW PSI MIN. CONCREFE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/16"X3-1/4'PFH ITW CONCRETE SCREW
STEEL
H
1/4"x3-1/4"PFH ITN CONCRETE SCREW
STEEL
J
1/4"X33/4'PFH ITW CONCRETE SCREW
STEEL
K
#8 X 2-1 /2' PFH WOOD SCREW I.1S' MIN. EMBEDMENT
STEEL
L
#10 X 2'PFH WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEATHERSTRIP
FOAM
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
9
4"X 4" HINGE.097"THK.
STEEL
10
#10X3/4"PFH WOOD SCREW
STEEL
17
KWIKSET SIGNATURE SERIES PASSAGE LOCK
STEEL
18
LOW PROFILE OUTSWING BUMP FACE THRESHOLD
ALUM./WOOD
19
HEADER JAMB PINES.G>=0.42
WOOD
20
1 SIDE JAMB PINE, S.G>=0.42
WOOD
21
1 KWIKSET SIGNATURE SERIES (7801 DEADBOLT
STEEL
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
SELF ADJUSTING INSWING SADDLE THRESHOLD
ALUM.COMP.
50
FIBERGLASS DOOR PANEL -FIBER CLASSIC
51
PC DOOR SKIN.070" MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
SMC
52
TOP RAIL
COMPOSITE
53
LATCH STILE
LVL WOOD
54
HINGE STILE
WOOD
55
BOTTOM RAIL
COMPOSITE
56
POLYURETHANE FOAM CORE -1.9 LBS. DENSITY
FOAM
57
LOCKBLOCKREINFORCEMENT
WOOD
NOTE: WOOD/LVL COMPONENTS (PINE SG>= 0.42)
.UT
n
�Mi*
K@gym
^4.56'�
:NY>
�i �..........
.4 Emn
y II II�F
l
N�
C
UN•; Z
r I2 O
W
\V`
19 20 HaEMAD 6510E
g
P`
z �
�$
� ��
I �Wj ✓:lg � o0
p m
j1 LOW PROFILE OUISWING BUMP FACE_
5.75'
53
L
- 1
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