HomeMy WebLinkAboutGlaze Fiberglass Double DoorN
'1�0-Ho"ERMA.1-TRU'
THERMATRLJ DE30RS
1 18 INDUSTRIAL DR.. EOGERTON. ❑-H 43517
"SMOOTH STAR"? "FIBER CLASSX77
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""CLASSIC CRAF" fA "'CLASSIC CRAFT RUST#C� I4.S
Gb D FIBERGLASS DOUBLE DOOR W/ S9®ELITES
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GEVERALNOiES
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2. Product anchwsshaflbeosfsted•andspacedasshownondetatls.Anchorembedmenttobase
m
material shall be beyond wag dressingorsfucco.
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3. VMan used in crew requidnG wind bome de" profection.tWsproductcompries With Section
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level V and includes Wind Zone dies defined in ASTM E 1996 andSecfion 1609.11—1 of the FBG
4. For2xs'.ud{raming construction, anchoring offhese unitsshall be the some as thatshown for2x
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buckmasanryconstruclion.
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5. Site condrtions}hatdevfafefrom the detartioPfhisdmvhngraquirefudfierengineeringanolyssby
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"SMOOTH STAR", `MER CLASSIC"
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FBPE CA No. 9813
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GLAZED FIBERGLASS DOOR
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FIBER CUISSIC D00%51DELRE
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No. 43409
NF. Schmidt .AZOMON.'°
o. 43409 �1�i����O���AI-�
NVBUIUOINO CONSULTANf5�1I1S�,1j1
P.O. Sox 230. Valrloo. FL 33696
Phase No.: 813.659.9197
FBPE C.A. No. 9813
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1. (12) ofiofitem k4 asfmgolmtaining saew
located ® 3/4; 2, 3-1/4; 4-1/2; 18-7/8 ,
37.1/4; 57-7/8; 76318. 903/4, 92. 93" 8
94-I/2'hom top ofmiragaf.
2. SideGte assembyscrewslocated of
6° ham each end and 6 more screws
equalyspaced (8 screws fetalperjamb).
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CROSS
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PhoEa Nos B1J.,59.9197
- REVISIONS
FBPE CA No. 981J
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_ /No.43409
DUCT:
TNERMA—TRU
oowm.eb Pmpmed eTATE OP
Lyndon F. Schmidt �i'• RGR1oT:r
GLAZED FIBERGLASS DOOR
P.E. No. 43409 i�SS•...•...••• G,\��
T ON ASSEMBLY:
/� ��IVA1I
/� BUILDING CONSULTANI$1(ry��1�t
'-
�n�
P.O. 230. ValNeo, FL 33SB9
CROSS SECTIONS
Phone No.: 813.559.9197
FBPE CA No. 9813
III I I . III
III I I III
� II II. II
TYP. HEAD III I I II I & JAMBS
MASONRY7
III I I III
OPENING
IIl � � III
2X BUCK III ASTRAGAL AND II
III FRAME
SHOWN
FOR II I
III REFERENCE II I
III I I III
III I I � III
III I I III
III I I III
III I I III
III I I _ III
III I I III
CONCRETEANCHORNOffS
1. Concrete anchorlocotions at the comers maybe adjusted to maintain the mfn.
edge distance to modor/oints.
2. Concrete anchorlocaffons noted as MAX ON CENIER•must be adjusted to
mointoin the min. edge distance to modarjoinh addionai concrete anchors
maybe required to ensure the MAX ON CENTER"dmenslon are not exceederJ.
3. Concrete anchortable:
ANCHOji:
-�
ANCFIOR
MM
NT
CLEARANCE
-TO.TOMASONRY --
MINCLpAR4MC
JOADJt10ENT "
TYPE
. _....... .
SIZE
.........
EM....
....._ ...
::.; EDGE -:.::
- <ANGHClR:c :7
ITW ®
TAPCON
1/4"
1-1M'
ELCO ®
ULTRACON
1/ 4"
1-1/4"
BUCKANCHORING
I
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INE
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FL-7630.5 0
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— — 0
MASON
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2XE
SEE HINGE
DETAIL
L
HINGE JAMB
T.
SEE
DETAIL I
Y
TYP. HEAD
& JAMBS
IE-A
MULLION
Typ, Su
TYR
SILL
S
F SEE
AIL2
TYP
SILL
4 a K
0
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6Sw
.
O ODD -
A
OU
LATCH& DFA )BOU DETAIL
rcl r ti
FRAME ANCHORING ASTRAGAL
M.ony 2X buck wnsIrvcFo—n
CONCREZEANCHOR NOTES.'
I. Concrete anchorlocahons at the comers maybe adjusted to moinfoln the min.
edge distance to morlarloInti 2. Concrete anchorlocaffons noted , "MAX. ON CENTER'mmtbeadjosted to
maintain the min. edge datance to mortarlobft coalfional concrete anchors
maybe required to ensure the MAX. ON CENTER" dimension are not exceeded.
.3. Conamtearichortable:
ANCHOR
ANcNok
-MIN
RAIN: ctEARANcg
fXIN CLEARANCE
...... ....
**"F�WM4*
..
.. ........ . .. ....
ITW
TA
PCONo
ELCO
ULTRACON
ITW TAPCON®
3/14"
1-1/4
1. Maintain a minimum 5/8" edgedisfunce, I"enddatance, & I"o.c.spacing of
wood screws to prevent the sprinting cfwood
10 T
0
HINGE DETAIL
MAIL I
UM 5/22/08
N.T.S.
M AL
ASTRAGAL G DNK - LFS
DETALL 2 BOLT HOLE 2 Dw,wiM. N.-.
outsing Inswing FL-7630.5
uCK
SEEDETAIL1
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—
ttP.
—
_ MUWON
—
—
D
1 tte�slLL
D
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- 1 SILL
1 SN.
DETAIL2
I I I
I I 1 I I I I
I I I
�T �N.7 z �4rroO��mA
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UN •:
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n= MASONRY �"� m'aa"
Q OPENING.
28 E °z p�
FRAME-1= p
Y
z
K o mo
iXB y ^gg
SEEHINGE _ 27� o$
DETAIL E5� �>-
s
LATCH 60EADBOLTDETAIL
o a
it
9
HINGEJAMB FRAME ANCHORING ASTRAGAL
Masonry2Xbuck conshucficn 10 10
K 97
10 �� a
x O N
CONCRETEANCHOR NOTES.'
i. Concrete onchorlocallons at the comets maybe adjusted to maintain the min. _ o m
edge distance to modorjo/nts. HINGE DETAIL
2. Concrete anchortocaflons noted as'MAX. ON CENIWinust be adjusted to DEWL I
maintain the min. edge distance to modarjalnh additional concrete anchors
may be requkedto ensure the 'MAX. ON CENTER"dimension are not. exceeded. ^
S Concrete anchortable., �a
s/22 De
sour N.T.S. 9
s
°wc. er AL
ASTRAGAL LFS ;
WOOD SCREWINSTAL(ATIONNOTES• BOLTHOLE a
1. Maintain a minimum 5/8°edge distance, l°end distance,&Vac. spacing of DETAIL G DETAIL2 uPe� 7630.5
wood screws to prevent the spGthng o/wood. Oufswmg Inswing N
ss¢fT 10 OF U
r
/LNC.yOR.
ANCHOR
MIN - --
MIN CLEARANCE:
MIN "CL�ARANCE:
EMBEDMENT
TO MASONRY -.
TO ADJACENT
ANCHQ&....:.
Irw
TAPCON
ITW ®
7APCON
3/16"
1.1/a"
3"
� �1.1/2"
R:\09w%%Thn Tm POBMNENf\Nodda Pmdud APPso WL'7630\Osawin9s\OvantU.l.-7630.1.5.dg, 11.5
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F� I.BB• �'i —`i 1.01° �-I 1.25'
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01
WF.
T II H 4-
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3 L,
s� °n10 No.43409
YI PROMM! oecumanta ProPama ei.� gpTB OP
r7 TF¢7jMA—TRU LynCon F SeNnidl I '...At
GMZED FlBERGIASS DOOR PmE No. 43409/O��N
I-• N —1 m PARf OR ASSEMBLY: V/� BUILOINa CONSULTANiS.IItSL`11\
1+ y ✓l•�P.O. Box 2J0, V8193' , Fl 33393
�N COMPONENTS Phona No.: 813.BBB.9187
REVISIONS FBPE CA No. seta
J
6 4 13
CORRECT B.O.M.
JK
2
1 29 13
UPDATE TO STN E0. 2074 FBC
IFS
1
6 /i 12
UPDATE TO 2010 FBC
JK
ND
GATE
BY
ITEM IDESCRIP17ON MATERIAL
40 FIBERGLASSDOOR PANEL-SMOOTHSfAR x
41 HBERGLASS SMC SKIN MIN 0.06S'1HICKNESS SMC _LS3`R.-°-°
2 PRAIL COMPOSITE 7W:o072-
43 WOOD/LVL ��,� Z
j'••.,, .
'b HINGE STILE WOOD Ile
45 BOTTOM RAIL 6 POLY RETHANEFOAM CORE- 1.9 LBS. DENSITY COMPOSITE FOAM '��ryLL4c P�
50 FIBERGLASS DOOR PANEL- FIBER CLASSIC
51 FIBERGLASS SMCSIGN MIN 0.0 5"THICKNESS SMC
52 TOPRALL COMPOSITE
53 TC SB WOOD/LVL
54 HINGE SIRE WOOD
5 BOTTOM RAIL COMPOSITE
56 POLYURETHANE FOAM CORE- 1.9 LBS. DENSITY FOAM
60 FIBERGLASS DOOR PANEL -CLASSIC CRAFT& CLASSIC CRAFT RUSTIC
61 HBERGLASSSMCSKINMN 0.090' THICKNESS SMC
62 P COMPOSITE
63 LATCH STILE WOOD/LVL
64 HINGESBLE WOOD
65 BOTTOM RAIL COMPOSITE
66 POLYUREUTANE AM CORE-1.9 LBS. DENSITY FOAM
70 FIBERGLASS SIDEUTEPANEL -S 00 STAR
71 SIDEJUE SB _ WOOD
96 COASTAL ALUMINUM ASTRAGAL6063-TS ERMA-TRU ALUM.
97 ASTRAGALSTRIKE PLATE STEEL
-
.
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$a
ITEM
DESCRIPTION
MATERIALFM
A
IXBUCKSG>=0.55
WOOD
B
2XBUCK SG>=0.55
WOOD
C
MAX. 1/4"SHIM SPACE
WOOD
D
1/4"X2�/4°PFH ELCO OR IIW CONCRETE SCREW
STEEL
E
MASONRY-3,000 PSI MIN. CONCRETE CONF'ORMING.TO ACI
TO ASfM C90
CONCRETE
F
;��'OR �0 FOFl CONCRETE CREW
STEEL
H
1/4°x3-1/4'PFH ITW CONCRETESCREW
STEEL
I
1/4-X2-1/4' PFN ITV✓ CONCRETE SCREW
STEEL
J
1/4"X3-3/4'PFH TTW CONCRETE SCREW
STEEL
K
#8X2-1/2'PFHWOOD SCREW
STEEL
L
#IOX2-1/2"PFH WOOD SCREW
STEEL
M
#9X2-1/2"PFH SCREW
STEEL
N
IX MULLION REINFORCEMENT SG r- 0.421
WOOD
o
o
.
'g
al
'
m
o
i
EXTERIOR WE FRAME
ALUMINUM
2
INTERIOR LIFE FRAME
ALUMINUM
3
IITE FRAME TRIM
PVC
4
#I0XI-1/2"PFHSCREW
STEEL
7
MEDIUM REACH COMPRESSION WEATHERSTRIP
FOAM
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
9
4"X4"HINGE.097'7HK
STEEL
10
#10 X3/4"PFH WOOD SCREW HINGE TO FRAME
STEEL
12
#IOX2'PFH WOOD SCREW
STEEEL.
17-PASSAGE
LOCK -KWLKSETSIGNATURE SERIES
STEEL
18
THRESHOLD OUTSWMG
AWNLIWOOD
19
HEADER JAMB PINE SG >=0.42
WOOD
m
o
;
a
o
z
20
SIDE JAMB PINE SG> 0.42
WOOD
21
DEADBOLT- KWIKSETSIGNATURESERIES(780)
STEEL
oa$
G
o
o
H p
a
22
INSWING SIDEUIEADAPTERS
PVC
23
.OUISWMG SIDEIITESPACER- _
PVC..
24
SILICONE CAULK
SILICONE
27
LATCH STRIKE PLATE
28
DEADBOLTPLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
INSWING THRESHOLD
ALUM./WOOD
34
INSWING THRESHOLD CS ADJUSTABLE
ALUM./COMP.
35
INSWING THRESHOLD ADJUSTABLE
ALUM./COMP..
36
INSWING THRESHOLD ADJUSTABLE
^
_
37
INSWING THRESHOLD SELF ADJUSTABLE I
ALUM./COMP.
38
INSWING THRESHOLD IMPERIAL
I AWN:/COMP.
NOTE:
WOOD DOOR COMPONENTS: PINE OR OAK (SG>= 0.421
^
^
am 5 22/08 _ ?
saic N.T.S.
Al.
mac M LFS
E-�— No-.
FL-7630.5 c
sir L2 . 2 0
THERMAITRU 0
THERMA TRU D❑ORS
1 1 B INDUSTRIAL OR., EOGERTa N, OH 4351 7
"SMOOTH STAR", "FIRER CLASSIC',
"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC
GLAZED FIBERGLASS DOUBLE DOOR w/ SIDELITES
INSWING / OUTSWING
"IMPACT`
GENERAL NOTES
1. This product has been evaluated and is In comprronce with the 51h Edifian (2014) Florida Buldfng
Cade (F8Q structuralrequkemenls excluding the'Nigh Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown andetogsAnchor embedment tobase
material shag be beyond wag dressing orstucco.
3. When used in crew requiring wind bomedebris protection this product compffeswith Section
1609.1.2 of the FBC and does notrequfre an impact resistant covering. This product meets missile
level Vend includes Wind Zone 4 as defined 61 ASFM E 1996 and Section 1609.I.2.2 of the FBG
4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for2x
buck masonry construction. .
5. Site concliffons that deviate from the detals of this drawing requir e further engineering onclys[s by
a licensed engineerarregistered architect.
z
n
is!XMAIL FRAME WDIH
743.6'MAK FRAMEWgJiHr
56.00' 36JSMAX. I37.62'MAK
MANEL WmIH FMAME W/DIH
PANG WIDTH w1A MAG1U. 1� 1
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151.50"x98.00"
21.00"x76.76'
OUTSWING
151.50" x 96.75"
21.00" x 78.75"
I FL-7630.5 I
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DATE
BY
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GLAZED FIBERGLASS DOOR
SMOOTH STAR DOOR/SIDELIfE
PANEL & GLAZING DETAILS
F. Schmidt
43409
P.O. Box 230, Valricc, FL 33595
Ph— ND.: 813.659.9197
FBPE CA N. 9813
N1CIV11s1nT, PSMANUMorda Rode Awm bVI.-763DkDmMnWjN WI-7630.1--Wm.3.5
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B
1 19 15 UPDATE To 5TH ED, 120141 F110 BUILDING ONSULT
PART OR ASSEMBLY: j
a 1 6 1 2 UPDATE TO 2010 FBC P*O* :*' !30. V*""*. FL 33106
FIBER CLASSIC 00 RI P
; G D F h
REVISIONS PANEL & GUNS DETAILS Fan No..,,813. 59.9197
PE CA '. 9813
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56 EXTERIOR G
INTERIOR
EXTERIOR INTERIOR
a
3HORIZONTAL CROSS SECTION
CELLULAR GLASS BITE
LAZING
TAPE
EXTERIOR
1.49"
1.48 IAr
GLASS
115"TEMPERED
GLASS
AIRSPACE 14 RING
5132"ANNEALED
GLASS
0.090" SAFLEO PVB
:NIERLAYER CLor O.W
/8"ANNFALED 512210"
GLASS T—
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SWIGGLE GLAZING AL
SPACER
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FL-7630.5
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(4) CORNERS EXrERIOR
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62 TOP BALL 6g BOTTOM RAIL 63
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/8"ANNFALED 512210"
GLASS T—
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FL-7630.5
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(4) CORNERS EXrERIOR
Z
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62 TOP BALL 6g BOTTOM RAIL 63
h
NOTES:
1. 112) of iof item H4 astragal refaining screw
located ®314, 2, 3-IW, 4-112, 18-718.
37-114. 57-718.76318, 90314, 92, 93"&
94-112"tram fop of astragal.
2. Sldelfte assemblyscmwslocated at
6'tram each end and 6 more screws
equalNspaced 18 screws totalperfamb),
e5
SEENOTE2
1 2 1 2
6 6 7 7
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I 0.15"
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C f�•1
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1 HORIZONTAL CROSS SECTION
5 Inswingshown- Oushwing also approved
3 4 5
7 7 7
r-2--'\ HORIZONTAL CROSS SECTION
5 Inswing shown - Oustwing also approved
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SUILDINO CONSULT
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P.O. 9oI( 230. Valrl... FL 33595
CROSS SECTIONS
Phone No.t 813.659.9197
REVISIONS
71
FBPE CA Ne. 9813
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No. 43409
PRODUCT:
THERMA—TRU
Poam°na" Pr°pamd BTATE OP
LEd
FA3409Idt �i S'•.AiOR1OR•'
GLAZED FIBERGLASS DOOR
No
S�l���INAL.
PART OR ASSEMBLY:
BUILDING CONSULT7A PIAW111
VERTICAL
CROSS SECRONS
P.O. Box 230. Vairica, FL 33595
Phone No.: 813.859.9107
FBPE CA No. 9B13
4.
3" 9" � -V•� � V �o:a��n
...... ` m
III II III ''''rrrflfjlPT o=
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TYP. HEAD
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MASONRY & JAMBS III I I III a �' 56.
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OPENING III I I III ; 9 W
III �� III �u gJ: �
2XBUCK III ASTRAGALAND III D' OFRMr
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III REFERENCE III
III I I III ��
III I I III � � o m
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SUCKANCNORING
CONCRETE ANCHOR NOl E'
1. Concrete onchorlocoNans at the comers maybe a4Lded to maintain the minn,
edge dulance lomodar/oink
2. Concmfe anchorlocallonsnoted os MAX ON CENTER"must be ad/Usfed to
maintain the min. edge dulance to modarlants, adaitfonal concrefe anchors
may be required to ensure the MAX ON CEMER"dimension are not exceeded.
3. Conaeefeanchortable:
ANCT{gR
ANCHOR
�-- MIN
�MIN__�LEARANCE:;
":
lG11N CLEARANCE
TYPE -
SIZE -_
EMBEQMENY
70 MASONRY
70ADJACENf:�
:. .. .:...
......... _
:..... .... .....
:. . .:EOGE
ITW ®
1/4°
1-1/lr
2"
4"
TAPCON
ELCO ®
14
/ "
L1/4"
1"
4"
ULTRAC ON
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0 9 i xzd
00 Em m o
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0 OPENING
28 <
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SEEHINGE 2X8 27 zo
DETAILm
SEE LATCH d DEADBOLTDETAU.
=I o �
HINGEJAMB FRAMEANCHORING ASTRAGAL 9
Mosomy2X buck construction
10 10 �
CONCREIEANCHOR NOTES: �' o
1. Concrefe onchorlocallons of the comers maybe adlusled fo maintoln the min.
edge dLslance to modarjoift o a
2. Concrete onchorlocaBons noted as'MAXONCEN7ER'mustbeod/ustedfo HINGE DETAIL �
maintain the min. edge distance to modor/aink addilionol concrefe anchors a
may be requked to enswe the 'MAX. ON CENLER"dimension are not exceeded. DETAIL 1 o a a
3. Concrele anchor table: > >
_o
rrw H O
ae52208
sr., r. N.T.S. 9
owa sm AL
ASTRAGAL apr,. �; LFS 3
WOOD SCREWINSrALLATIONNOIFS DETAIL BOLT HOLE G DETAIL2 °w.wwn x°s m
1. Maintain o minimum 5/8"edge datonce, 1"end distance & 1"o.c. spading of Outswing kmving FL-7630.5 0
wood screws to prevent the sprr7Nng of wood. -
sw�xr 9 °r 12 O
FRAME
HCK
1 1 I
'
SEE
�
DETAIL 1 —
—
y
— T1P. HEAD
—
8 JAMBS
�
TYP.
—
_ MULLION
p
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DEfAIL2�
LT
ANCHOR -
ANCHOR
- ` MIN
MIH �CEARANCE
MIN CI�AILANCEj
- TO MASONRY �
TO ADJACENT:�
._TYPEfINBEDMENf
.....:::... ..:
: ............
.....
..: ,:•::..,EDGE ,:......_.:::ANCHOR..'_`.
TAPCON
/
ELCO ®
ULTRACON
14
/ "
i-i/A"
1"
4"
ITW ®
TAPCON
3/16"
1-1/4"
3"
1-1/2"
I
Q W
h = = MASONF
Q OPENIN,
FRAt
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SEE HINGE
DETAIL
HINGEJAMB
SEE
DETAIL 1 -
-
f
- TYP. HEAD
-
& JAMBS
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- <
-
- MUWON
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D
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SEE
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I tt
ETAIL 2
tt� I t t tI
t tt
FRAMEANCHORING
Masonry 2X buck construction
CONCRETEANCHOR NOTES.'
1. Concrete anchorlocallons at the rnmen may be adlusted to mointalh The min.
edge distance 10 mortar/oints.
2 Concrete onchorloca6ons noted as MAY ON CSWER"mustbe adjusted to
maintain the min. edge distance to modorjalnty addiRonal concrete anchors
may berequked to ensure the MAX. ON CENTER"dimension are not exceeded.
3. Concrete anchor table:
ANCFJOR
ANCNOR
MIDI
;CLEARANCE_*
MIN CLEARANCE
TO Mt150NRY
"TO' JACEIDNT;C
TAPCON
ITW
TAPCON®
3/16"
1-1/4"
3"
1.1/2"
WVUU JUKtWIrvJIA
1. Mainfoln a mTNmum 518"edge distance, I"end distance, d: 1"o.c. spacing of
wood screws to prevent the spliNing of wood.
� 97
0
DETAIL I
i
ASTRAGAL
ASTRAGAL
DEWL2 BOLT HOLE
Outswing
�V"240,, a
o d;; d
a N •:
a oZd
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22 0�
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10 10
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FL-7630.5 °
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ss�r 70 w 12 G
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LFS
1
6 11 12
UPDATE TO 2070 F8C
JK
NO
DATE
BY
No. 43409
b
7HERMA—TRU
Ly don F. Schmtdt -�i �L •.!`I011ti0�`,%`,
I� 3
GLAZED FIBERGLASS DOOR
P.E. No.. 43409
ihs,Opd�1��
CD 8U11 11 0 CONSULTANTS 1AV
'ART OR ASSEMBLY:
sJ U(P.O. Sax 230. ValNcc, FL 33595
COMPONENTS
Phone No.: 813.659.9197
FBPE CA No. 9813
REM
A
B
C
D
F
H
1
J
K
L
M
N
SCRIPTION .MATERIAL AC`,'
40 FIBERGLASS DOOR PANEL -SMOOTH STAR - �' �'
1 FIBERGLASS SMC SKIN MI 0.0 5" ICKNESS SMC
TOP RAIL COMPOSITE
43 ' N' z �
STILE W00D/LVL ��,i, V
44 HINGE STILE WOOD j••,•
46 POLYUURETHANE FOAM CORE-1.9 LBS. DENSITY COFOAMMPOSITE'''���?i�lij���
50 FIBERGLASS DOOR PANEL -FIBER CLASSIC
51 FIBERGLASS SMC SKIN MIN 0.0 THICKNESS - - SMC
52 TOP RAIL COMPOSITE
53 TCH SR WOOD/LVL
54 HINGES17LE WOOD
55 BOTTOM RAIL COMPOSITE
56 POLYURETHANE FOAM CORE-1.9 LBS. DENSITY FOAM
WO FIBERGLASS DOOR PANEL- CLASSIC CRAFT B CLASSIC CRAFT RUSTIC
6 F FIBERGLASS SMC SKIN MIN 0.090" ICKNESS SMC
P COMPOSITE
63 LATCH STILE WOOD/LVL
64 HINGE STILE WOOD
65 BOTTOM RAIL COMPOSITE
66 POLYURETHANE FOAM CORE- 1.9 LBS. DENSITY FOAMS
70 FIBERGLASSSIDELTTEPANE -SMOOTH STAR
71 SIDELfIE STILE WOOD
96 COASTAL AWMINUM ASTRAGAL 6063-TES ERMA-TRU AWM.
97 ASTRAGAL STRIKE PLATE STEEL
'•�� n
5 4" o ; P n
. ,65 C z o
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OFMITEMIID
DESCRIPTION
MATERIAL
IXBUCKSG>=055
WOOD
2 BUC SG>=0.55
WOOD
MAX. 114°SHIM SPACE
WOOD
i/4'X2�/4°PFH ELCO OR RW CONCRETE SCREW
STEEL
MASONRY- PSI MIN. CONCRETE CONFORMING TO ACI
ASIM C90
CSTEEL
1/4XI-314'PFHITWCONCRETE��TO
1/4°x3-1/4"PFH ITW CONCRETE SCREW
STEEL
1/4°X2-I/4°PFHRWCONCRETESCREW - - -
STEEL
1/4°X3.3/4°PFHITWCONCRETE SCREW
STEEL
*8X2-1/2' PFH WOOD SCREW
STEEL
#10X2-I/2'PFH WOOD SCREW
STEEL
#9X2-1/2"PFH SCREW
STEEL
IXMUWON REINFORCEMENT (SG >= 0.42)WOOD
o
o
�y
o
al
''
c
= m
I
2
3
4
7
8
9
10
12
17
18
19
20
21
22
23
24
27
28
32
33
34
35
36
37
38
NOTE
EXTERIOR UTE FRAME
AWMINUM
INTERIOR WE FRAME -
AWMINUM
WE FRAME TRIM
PVC
# 10 X 1- 1 /2' PFH SCREW
STEEL
MEDIUM REACH COMPRESSION WEATHERSTRIP
FOAM
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
4"X4"HINGE.097"7HK
STEEL
#10X314"PFH WOOD SCREW 01INGETOFRAME)
STEEL
#I0X2°PFH WOOD SCREW
STEEL
PASSAGE LOCK- KWKSETSIGNATURE SERIES
STEEL
THRESHOLD OUTSWING
ALUM./WOOD
1 HEADER JAMB PINE SG >=0.42
WOOD
m
o
rn
o
o
SIDEJAMB PINE SG>=0.42
WOOD
DLADBOLT-KWKSEFSIGNATURESEPJES(780)
STEEL
g
moo
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o
$
INSWING SIDEUTEADAPIERS
PVC
OUTSWING SIDEITE SPACER- _
-P C -
SIUCONECAULK
SILICONE .
LATCH STRIKE PLATE
STEEL
DEADBOUPLATE
STEEL
DOOR BOTTOM SWEEP
PVC
INSWING THRESHOLD
ALUM.IWOOD
INSWING THRESHOLD CS ADJUSTABLE
ALUM./COMP.
INSWING THRESHOLD ADJUSTABLE
ALUM./COMP.
INSWING THRESHOLD ADJUSTABLE
ALUM./COMP.
=
^ m
INSWING THRESHOLD SELFADJUSTABLE
ALUM.ICOMP.
INSWING THRESHOLD IMPERIAL
ALUM./COMP.
WOOD DOOR COMPONENTS. PINE OR OAK (SG >= 0.42)
na^z
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om I.. AL
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