HomeMy WebLinkAboutProduct Evaluation (Therma Tru Doors)ERMAITRU® q
�y Nu ERMA TRU DOOR5 o a�
C..n ya INDDSTRIAL DR., "EDGERTON. OH 43577 N (�
€SMOOTH STAR, FIBER CLASSIC
CLASSIC CRAFT & CLASSIC CRAFT RUSTIC
FIBERGLASS DOUBLE DOOR
INSWING / OUTSWING S^
GENERAL NOTE nimmcr
1. T11Ts product has been evaluated and is in cempdoncewith the 6th Eddtion 12117) Wda Building Code (FBC)
shuctulal TWoments Idudng the 9Bgh Velocity, Hurricane Zone• (HVWI.
2 Roduct andlarssho0 be as fsted and spaced mshown on details. Anchor embedment to base material
shot be beyond wall dressing or Stucco.
3. When used It the 9fVHr this product compil"th Section 1626 of the Florida Building Code and does not
require an Impact resistant coveft
4. When used In area; requltngvind borne debris protection MB product comples with FBC Sector 1609.12
& R3012-12and does not require an impact resistant covering.It& product meets misoe lave Vand
includes Wind Zone 4 as defined In ASTM E1996 and FBC Sections 1609.1.22 & R3012-121.
5. For2cstud framing corshuctbn, andwmrg of these unMstxm be the same 0 that shown for2c buck
mosorlycomh olon.
6. We cedillas that deviate from the details of this drawing require furtherenl kleeMg analysis by a licensed
engineer orregistered arWtect.
7. Outswing configurotlonns using coasld A item A4 meet walerinfilration requirements fa'HVIR°.
8. Inswing configurations and ouhwNg configurations using ftestrold Item 85 do not meet the water infiltration
requirements for theWW and shad be Waled only in nashaGtable areas aat habkNe locations
protected by an overhang or canopy such that the angle between the edge of canopy a overhang to sH Is
lass than 45 degrees.
TANEOFCONIFMS
SHEET$
DESCPJMON
1
Typicri davutiorM design pressures 8general notes
2
Doorparel detISnrooMSFar)
3
Doapaid dails '1'.s Ck®c Dues
4
OoarpaneldetalsiDastcamlRtsfrcl
5
Door panel details lfiberQasic
6
Ho6mnlal aaasectba
7
Veru alaasssecllom
8
Suck and have andoft-2X WckM=MycaahPaM
9
Fame aidvlg-IXWtlsmaaWcansluctbn
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1AS=9000M&COMPOMEMIS
11
1 &Sot malersol
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t�'`^: SN7N0 x
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OVERALL -:
x fRAME
` DIMENSION '
pETIGN PRESSI/RE
(PSO,
`"' • ._ _..
POSDNf
NEGA7NE�
INSWING
74.31-x 8225'
OaSWING
74.31-x88.75'
0
F
FL-10537.4
EXTERIOR
ME
L DETAILA-A 4
ID I M. M t P
NOTE: WOOD/LVLCOMPONUM: PINE(SG-OA2)
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-09290-00�--61
AREA MAXI.
886SOP
DEWLA-A
Panel reinforcement
INTERIOR
HORIZONTAL CROSS SECTION
41
4.10r - - - - - -
1.53, tw
A
EXTERIOR INTERIOR
-T
Mir
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BOITOM-RAIL
2 ) VERTICAL CROSS SECITON
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FL-10;5374
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54 57 5, EXTERIOR 57 51 53
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as
.VLOOMPONIM: OAK CAP, PM CORE PGI.0.42I
0
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28.86%04
AREA MAX.
OPTAILA•A
Panel ralntomornent
I
INTERIOR
HORIZONTAL CROSS SECTION
3
EXTERIOR INTERIOR
I—I.44.1
55
c VERTICAL CROSS SECTION
3
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33 31 n36 EXTERIOR
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INTERIOR
�T1 HORIZONTAL CROSS SECTION
4
rIA31I
TYP, 4
CORNERS
OF PANEL
L DETAILA-A J 4
JD E d
Clack Cro Rustk
NOTE WOOOILACOMPONEM: OAKCAP. RNECORE ISG >=anl
AREA MAX. Je LA
EXTERIOR INTERIOR
2 VERTICAL CROSS SECTION
4
DETAIL A -A Pawao rui '
Panel reinlorcement FL-10537.4
64 dd 67 dl EXTERIOR 67 61 63
1
TYP. 4
CORNERS
OF PANEL
60 e
0D/LVLC0MP0NDM: PWE (M,• 0.40)
0
28.867 OPEN
AREA MAX.
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DETAIL A•A
Panelrelnf0 ment
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INTERIOR
1 HORIZONTAL CROSS SECTION
5
EXTERIOR INTERIOR
(D VERT CAL CROSS SECTION
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EXTERIOR 40 30 9 30 40
EXTERIOR
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60 50 11 C L
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aft an LF5 3
1 HORHONTAL CROSS SECTION
2 HORLZONTAL CROSS SECTION
3 HORIZONTAL CROSS SECTION
1-1/4-MIN.
EMS. m.P 1
6 OutwArg shown-hsving
dso approved
6 OuhvAngs own• nw,Mg
also appoved
6 Out-mgshown•NSNn9
also approved
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60 50
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EXTERIOR
INTERIOR
EXTERIOR INTERIOR
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1�
YER7ICAL CROSS SEC71ON_
2
VERTICAL CROSS SECTION
3 VERTICAL CROSS SECTION
�Ouhwing
^y
M--InsNng
ako approvetl
7
Shownw/IXsubouck
7 Outswing tool umlbn
sae general no escheat 1
m
PwaterNHHralian
requiremenh
mquka
EXTERIOR INTERIOR EXTERIOR INTERIOR
30 40
30 40
INTERIOR EXTERIOR
na
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50 60
50 60
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Insvin0 conrguratlon
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MEN; xa: ¢
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sea ggeneral notes sheet) sae ggeneral notes sheet) see ggeneral notes sheet
far'HYH2'wolerintihafbn for'HVtffwoterinlilhatton for"HVHrmter(nOhoflon
mquiremenh
requ6emenh
mquhments
FL-10537.4 °o
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MA
OP
I 2X
BUCKANCHORING
CONCRETE ANCHOR NOTES:
t 1. Concrete anchorlocaHons at the comers maybe adjusted to maintain the min.
edge distance to mcrtarjohis.
2. Concrete anchor locations noted as MAX. ON CENTER"must be adjusted to
maintain the min. edge distance to modarjolnD, addlllonol concrete anchors
may be required to ensure the "MAX. ON CENTER' dimension are not exceeded.
3. Concrete anchor table:
MASONi
OPENIN,
FRAF
2K BUC
TYP. HEAD 6
JAMBS
rr
SEE
DETAIL 1
`
`SHASTRAGAL FOR
6
Y
IE
I
REF. ONLY
e
SEE I
DEfAIL2
K I
TYP.
�I
\JHIS ANCHOR REQ'D ONLY
WHEN DP> 55 PSF
HINGEJAMB FRAME ANCHORING ASIRAGALSTRIKEJAMB
Masonry 2K buck construction
ANCNOk
iWCNOR
;;MIN,MINCLEARANCE
MIN"CLEARANCE
Sao..T,OAL150NRY
EMAELTMENt
is
EDGE
TO ARIaGENr
,ANCHOR
ITIN
TAPCON
ELCO G
ULTRACON
1/4"
1-1/4'
1'
4"
ITIN 0
TAPCON
3/16"
1.1/4'
3"
1.1/2'
I WUQV SCKtw INSIALLAIHJN NOIt9SCKbW INWALWIUN NOIG:
1. Maintain a minimum 5/8"edge distance, 1' end distance, A 1"o.c. spacing of
wood screws to prevent the splitting of wood.
DETAIL I
Astragal stoke plate
® head
73 �
73
G DETAll7 DETAIL
Askogol stoke plate 0 sN Astrogd stoke plate a s91
Inswing OutsxMg
LATCH A DFADBOLTDETAIL
HINGE DETAIL
z$
§d
77 and
4 �
aot srn ua
mNMVD N0.
FL-1Q537.4
THIS ANCHOR REO'D ONLY
( WHEN DP>55 PSF
T �
so
SEE DETAIL 1
TYP. HEAD 8
MASONRY JAMBS I
OPENING
SHOWN FOR
II REF. ONLY
FRAME
II
F IXBUCK II
i I K I
S
a SEE DETAIL z
THIS /
WHD
3 HINGE -JAMB- FRAME ANCHORING
iMasonry 1X buck construction
CONCRETEANCHORNOTFS:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2 Concrete anchorlocallom noted as'MAX. ON CENTER"must be adjusted to
maintain the min. edge distance to mortorjolnts, additional concrete anchors
may be requked to ensure the MAX. ON CENTER'dimemlon are not exceeded.
3. Concrete anchor table.
9I I.Maintoin a mWmum 5/8"edge dstcnce, 1"en
wood screws to prevent the spRtHng otwood.
:e
ONLY
DETAIL 1
Astrag®eadal hshore Plato
LATCH& DEADSOLTUETAIL
HINGE DETAIL
AETRAGALSTRIKEJAMS
73 r'
73
G
DETAILz7 DETAIL
Astragal sNke plate G sm Ashcgal stoke plate @ sH
NswNB Oulswing
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a m�
>� X>
as�I L�✓J✓J�n 2p�p
C
as m us
nwwsm rw
FL-10537.4
� 3001
Note: The astragal bolt has a 3"
throw at the top and the bottom.
5.W
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anib
FL-10537.4
OF MATERIALS
REM
DESCRIPTION
MATERIAL
REM
DESCRIPTION
MATERIAL
A
1X BUCK SG>=0.55
WOOD
30
CLASSIC CRAB RUSTIC DOOR -SEE DOOR PANEL DETAIL SHEE
-
B
2%BUCK SG>=0.55
WOOD
31
DOOR SKIN 0.095"THK. CC RUSTIC =6,000 PSI MIN.
FIBERGLASS
C
MA%.1/4" SHIM SPACE
-
32
TOP RAIL CLASSIC CRAFT RUSTIC]
WOOD
D
1/4"X23/4''ELCOORITW CONCRETE SCREW
STEEL
33
LOCK BHINGE STILE CLASSIC CRAFT RUSTIC)
WOOD/LVL
E
MASONRY -3.000 PSI MIN. CONCRETE CONFORMING TO ACI
3010R HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
�
BOTTOM RAIL CLASSIC CRAFT RUSTIC)
COMP.
35
PANEL REINFORCEMENT 0.023°THK. CLASSIC CRAFT RUSTIC
STEEL
G
3/16°X3-1/4''RW CONCRETE SCREW
STEEL
36
FOAM CORE
POLYURETHANE
H
14"%3-1/4"1TW CONCRETE SCREW
STEEL
40
SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET
-
I
1/4"%2-1/4"ITW CONCRETE SCREW
STEEL
41
DOOR SKIN 0.065'THK. SMOOTH STAR =6,000 PSI MIN.
FIBERGLASS
J
1/4"X3.7/4°ITW CONCRETE SCREW
STEEL
42
TOP RAIL SMOOTH STAR
COMP.
K
1/4°%13/4'TIW CONCRETE SCREW
STEEL
43
LOCK STILE SMOOTH STAR)
WOOD(LVL
L
010%2-1(7 PFH WOOD SCREW 1.1S MIN.EMBEDMENT
STEEL
44
HINGE STILE SMOOTH STAR
WOOD
O
08 X 3" PFH SCREW STRIKE PLATES @ HEAD 851
o
16
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FL—f0537.4 n
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BILis L
LON
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FIBERGLASS
4 OUTSWING COASTAL THRESHOLD ALUM./WOOD
LOCK -SIGNATURES
STEEL 65 BOTTOM RAIL (FIBER