HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1 of 4
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Regulation
Product Approval Menu>Application Detail
FL# FL7630-R6
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived :!
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbidgconsultants.com
Authorized Signature Rick Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed Lyndon F.Schmidt,P.E.
the Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan].King,P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL7630 R6 COI CERTIFICATE OF INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/101/I.S.2/A440-05 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
Equivalence of Product Standards
Certified By
Sections from the Code
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsrGs9vbZHHs30VF... 2/11/2016
Florida Building Code Online Page 2 of 4
Product Approval Method Method 1 Option D
Date Submitted 06/13/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/18/2015
Summary of Products
FL# Model,Number or Name Description
7630.1 a."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door-Inswing or
"ClassicCraft"and"ClassicCraft Outswing configuration(X)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7630 R6 II INST 7630.1.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 7630.1 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.1.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars. (For FiberClassic and SmoothStar doors,
this product approval requires the use of"I"part numbers
for these doors,which have been stained or painted within
six months of installation.)
7630.2 b."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelite-
"ClassicCraft"and"ClassicCraft Inswing or Outswing configuration(OX or XO)
Rustic"
Limits of Use Installation Instructions
Approved for use in"HVHZ:No FL7630 R6 II Inst 7630.2.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 7630.2 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.2.1)df
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.(For FiberClassic and SmoothStar doors
and sidelites,this product approval requires the use of"I"
part numbers for these doors and sidelites,which have been
stained or painted within six months of installation.)
7630.3 c."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Single Door with sidelites-
"ClassicCraft"and"ClassicCraft Inswing or Outswing configuration(OXO)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7630 R6 II Inst 7630.3.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 7630.3 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.3.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.(For FiberClassic and SmoothStar doors
and sidelites,this product approval requires the use of"]"
part numbers for these doors and sidelites,which have been
stained or painted within six months of installation.)
17&36.4' d."FiberClassic","SmoothStar", 8'0"Im act^Glazed-Fiberglass Double Door-Inswing or
"ClassicCraft"and"ClassicCraft utswin configuration(-XX)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7630 R6 II INST 7630.4.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 7630.4 for Design Pressure Ratings,any FL7630 R6 AE EVAL 7630.4.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.(For FiberClassic and SmoothStar doors,
this product approval requires the use of"I"part numbers
for these doors,which have been stained or painted within
six months of installation.)
7630.5 e."FiberClassic","SmoothStar", 8'0"Impact"Glazed Fiberglass Double Door with sidelites-
"ClassicCraft"and"ClassicCraft Inswing or Outswing configuration(OXXO)
Rustic"
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL7630 R6 II Inst 7630.5.DdF
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
http://floridabuilding.org/pr/pr app_dtl.aspx9 param=wGEVXQwtDgsrGs9vbZHHs30VF... 2/11/2016
THERMAITRUO
THERMA TRU DOORS - '�
1 1B INDUSTRIAL DR., EDGERTON, OH 43517 �N". ��`�� Y6V)
74.67'MAX.FRAME WIDTHin
/'' ////Ir*1.1 ,```,�� Z q;i
36.75'MAX. $ 'T
II /I 36.OfY'MAX. PANEL WIDTH ' z
11z
SMOOTH STAR", FIBER CLASSIC", --PANEL WIDTH a E 9 m
W/ASTRAGAL g t c m
rr n rr t4
"CLASSIC CRAFT & CLASSIC CRAFT RUSTIC S ~�-
GLAZED FIBERGLASS DOUBLE DOOR �j/� �j/� v ' 191.
INSWING�O9 S1N1(Y o WZ
'7M
:3g Z�
GENERAL NOTES _ �rz , "r
d XXEa
S?
1. This product has been evaluated and is in compliance with the Sth Edition(2014)Florida Building i ` O '` y
Code(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). O of o
o
CL
2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment to base O a
material shall be beyond wall dressing or stucco.
a
3. When used in areas requiring wind bome debris protection this product complies with Section
1609.1.2 of the FBC 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 Section 1609.1.2.2 of the FBC.
V N
& 4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x N
buck masonry construction. 8. 0
V)
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a a aj
licensed engineer or registered architect. Q
B o0
TABLE OF CONTENTS 5
SHEETH DESCRIPTION "SMOOTH STAR","FIBER CLASSIC" ^w @@
v "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" Q
g 1 Typical elevations,design pressures&general notes m k'
2 Smooth Star door panel&glazing details o
° 3 Fiber Classic door panel&glazing details o 0
4 Classic Craft/Classic Craft Rustic door panel&glazing details pYA ATI f3VERAlf pE$)GN pk S 1j �(pg N—z °
5 Horizontal cross sections $WING FRAME qui r.?N• DAre: 5 22/08 i
6 Vertical cross sections ;k p 'G
7 Buck&frame anchoring-2X buck masonry A)I1��NS�QN.., /MEIdSlON.. f?S►LIS/: Nw«GaTIVE_ scuE N.T.S.
my construction DWG.BY. AL m'
8 Frame anchoring-1X buck masonry construction INSWING 74.62 x 98.00" 21.00"x 78.75' +$0.0 -50.0
cHx Br: LFS 3
9 Components
DHAWMG NO.:
10 Bill of Materials OUTSWING 74.62"x 96.75' 21.09'x 78.75" +50.0 -50.0 FL-7630.4 0
i7 SHEET i OF 10
G
2 N9 X 3'PFH WS EXTERIOR {'';;
21.00°MAX. 2 NP.(4)CORNERS
D.L.O. lilt1
N
V . 1
44
INTERIOR' c� a m d a
EGZ p�
1 HORIZONTAL CROSS SECTION
v o 2 o d
Fn v ^ T o XL
2 $00
CELLULAR G
1/7' " > �z
GLAZING LASS BRE 1 GLASSm `�
TAPE I ff TEMPERED �� m
EXTERIOR GLASS o43
,p AIR SPACE o y
5/37'ANNEALED EXTERIOR INTERIOR a a
�i q GLASS
a 0.09W SAFLEX®PVB m
DOORPANEL INTERIOR INTERLAYER Gl m
Smooth Star 2 1/8 ANNEALED T
DOW OR GLASS
3 OR o
SIKH 552 3 SWIGGLE GLAZING N v
SPACER z
GI GlAil G DETAIL 0
Q�
ox
� � 1.18" �•�— 4" �a z
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DWo.Br: AL o'
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2 VERTICAL CROSS SECTION DRAWM NO.: U
FL-7630.4 °o
g SHEEP 'Z OF 0 N
07
O
d
Gl ...........N//
51 52
56 EXTERIOR
56
.............
s Y*
W'MAX
11z, t
2 #9 X 3"PFH WS .4
3 TYP.(4)CORNERS
21. MAX.
D.L.O. 54 z
INTERIOR
c
z
d rl N HORIZONTAL CROSS SECTION -4
d
C3
0 2 cx:n
I
1/2" 0
CELLULAR GLASS BITE
GLAZING 1"THK. 05
TAPE GLASS 0!
ffTEMPERED
GLASS LASS BITE
EXTERIOR LASS Q
AIR SPACE
5/37'ANNEALED
EXTERIOR INTERIOR
4 GLASS
0.090"SAFLEX9 PVB
-R 0 INTERLAYER
ra INTERIOR
0 99 1/9'ANNEALED EE
R PANEL DOW 995
0 7
&-�,07.0, OR GLASS
SIKA 552 3 SWIGGLE GLAZING
SPACER z
0
0,34-
%:
5122108 1 zo
1 55 sem: N.T.S.
7CI AL
m
CHrBY. LFS
rVERAL CROSS SECTION
DRAMNG I- N0:
L-7630.4
smeEr_j3 DF 10
62
,,Sfae:l(,i m
09 X'IPFH WS H,,,'.M'Y)i
21.00'MAX. 4 NP. 4 CORNERS 66 61 �L �_� n
D.L.O. EXTERIOR b6 - Zia
��Y Z��mro
63
64 t� 9 m=om
R oa
INTERIOR 1 �\ a 4 'm°a a 12
Z
X G
4 1 HORIZONTAL CROSS SECTION a O n
0 4 c rr o
0
Lj
CELLULAR GLASS BRE `' Y ��
GLAZING 1 Lm
GLASS
Cj
TAPE GLASS �m w
IMTEMPERED �o �'
I v
EXTERIOR GLASS S:?.-
AIR
a
D AIR SPACE
5/32"ANNEALED EXTERIOR INTERIOR a �
DOOR PA EL 4 GLASS
60 Classic craft a 0.090'SAFLEX®PVB }m
Classic Craft Rustic
INTERLAYER Gl
INTERIOR
DOW 99952 1/8"ANNEALED Lo
GLASS
SIKA 552 3 SW IGGLE GLAZING �+
SPACER o
GLAZING D AIL � y
Gi w �j
1.49" _
0.030" ^w e
L i bl N.-o
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5122108 z
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65 SCAMN.T.S. d
I '3 DWG.BY. AL III!
LATCH SmE d4 TOP RAIL 65 80iTOM RAIL cNw BY, LFS ;
2 VERTICAL CROSS SECTIONm
DRAWING NO.:
4 FL-7630.4 °o
SHEET_�L OF j 0
o �
a
NOTE 6 6 ;Q�• •,... .. •. �� m
1, (12)OF ITEM N4 ASTRAGAL RETAINING "
SCREW LOCATED®3/4,7',3-1/4", 60 50 C
9 D • - i $ = g
4-1/2",18-719.37-1/4",S7-7/9", 40 10 H N Z
INTERIOR * : n
w
76-3/8",90-3/4",92",93"&94-1/2' / / 10 $
FROM TOP OF ASTRAGAL //� //� �i��'•., oJ,�� c m
pff
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21 5 N 4 g�°w
1 LL � LIET
5
X o 5 x 5 EXTERIOR 7 d C z
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1-1 MIN
1-114"MIN. 3 4 5 EMB.(TYP.) 1.1/4"MIN. c°S
EMB.(Typ,) 6 6 6 �41 HORIZONTAL CROSS SECTION 1B'Inp') �I a
E $ Shown w/1X sub-buck E
a
L C 9 50 60
40 60 50 27 60 50 9 C L
10
40
t0 INTERIOR 40 K 4 SEE NOTE I INTERIOR 10
° N
10
BO O
q •°e f/1
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° 7 EXTERIOR 7 EXTERIOR 7
B
` B 96 ° �
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i 20 20 " furE 5/22/05
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C'SINK C'SINK—►I BY: AL m
F B (TYP-) (TYP.) B
wDf-BY: LFS 3
1 HORIZONTAL CROSS SEC17ON ri'�HORIZONTAL CROSS SECTION
[3-�HORIZONTAL CROSS SECTION DBAWNC No.:
4 0
$ Inswing shown-Oustwing also approved $ Inswing shown-Oustwing also approved $ Inswing shown-Oustwing also approved FL-7630. °a
suer 5
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19
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7 L
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EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION R9
50 60 6 Shown w/1Xsub-buck
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agy rl61 ERTCA �
L� "`SECTON; ;:
18 �oi
I�E5
40Outswingshown=lnswfng-Ao-approvedt' CF
mO
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n
38
INTERIOR EXTERIOR a
37 r4 VERTICAL CROSS SECTION N
50 60 36 6 Outswing configuration N
Ei o 0
40 32 I 35 EXTERIOR INTERIOR o rn
34 7 31
z 33 50 60 8 a
Z^ 40 >> i
777 -5/22/08
Z
° smz N.T.S. 9
3
owa.er: AL m
3 VERTICAL CROSS SECTION - "5'-•VERTICAL CROSS SECTION cHK.er: LFS 3
oruewo Ho,: a
6 Inswing conflguratlon 6 Outswing configurotion; %fix :_ - m
6 OF t0 0
y.��.............. : A,
Fr �/ .....
l W W ` SEE •
D
0 _ DETAIL 1 r •,
MASONRY &JAMBS I I ASTRAGAL _= MASONRY TYP.HEAD& ; 9 0 o z°
I SHOWN FOR a:O OPENING JAMBS t? Z`m°
OPENING I I REFERENCE - - N 9 0
� �LL maa�
2X BUCK i i �3 p FRAME-/ 0z
28 �a
II K �o
II 2XBUCK - F
SI TYP.SILL
EE HINGE K 0
DETAIL - �SEE t C3 w
II DETAIL 27 � z
I I , +a
17 LATCH 6 DEADBOLi DETAIL 0 x be
_ a � mm
-n
HINGE JAMB 4 „ FRAME ANCHORING`--._ ASTRAGAL x>-
BUCK ANCHORING „•,wMosonry 2lt bucktonshtictio,n- m
9 T
K 97 l0 10 N
U
CONCRETEANCHOR NOTES: o
1.Concrete anchor locations at the comers maybe adjusted to maintain the min. o in
sa edge distance to mortarJolnts. 10 N
2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar/olnls,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. DETAIL 1 o a
3.Concrete anchor table: g
a HINGE DETAIL
:?;i(NIF 42A.R#NCS hf11V�tG E?4fl;4:NC€
NN
iANi#fQRs::ANCHCSt!? ;;;:;;;:;J4�/�tsi? ;r:•;::•;;:•;:.........:.................:>;;: _::.;..,...,..........;;...
Imama:::...: 7 70 ADJACEIfIT:;i 97 lU
'£{:Np�f:;:?iii:(S i! is..�.'.FSlii'rl;i: M ;r'ii:•iiS:PiYS-.: i??>ii}i}ii:^%•ii'ht�:'> ....'. }ii:;:::x. m ~
ITW
TAPCON® 1/4" 1-1/4" 2" 4" N z
ELCO ® - "
ULTRACONw 4'<,:•, t.:,._..moi:: c_: :.a'..• aDAM5/22 08
4 z
scrlE: N.T.S. 9
e s ®- X3/16 1 1/4 a3 ccl_t[2 v'•
M.SP. AL m'
F L TAPCON — k r: - ASTRAGAL
WOOD SCREW INSTALLATION NOTES BOLT HOLE G DR BY.' LFS
DETAILS DETAing DW FL NO.:
� I.Maintain a minimum 5/8"edge distance.I"end distance,&I"o.c.spacing of a
wood screws to prevent the splitting of wood. Ouiswfng Inswing FL-7630.4 N
SHEET7
OF
�
4' U%*
'rid
N d
SEE
DETAIL 1
_= MASONRY TYP.HEAD&
0 OPENING JAMBS E 9 m e w
• —� — N _7 o
28 \ L� 'm as
FRAME p K V 5 z°
a
he
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SEE HINGE I TYP.SILL 27 =Rn ^�
DETAIL — SEE ` 9
DETAIL 2 LATCH d DEADBOLTDETAIL
"• 1010 �8 �z
HZzzl 0
�i HINGE JAMB FRAME ANCHORING ASTRAGAL
Masonry I buck construction
d G 97 HINGE DETAIL ITO
N
U y
8S0 0
O ,Fq N to
,. CONCRETE ANCHOR NOTES: 2 o
1.Concrete anchor locations at the comers may be adjusted to maintoln the min. `-
edge distance to mortarJoints. DETAIL i c
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to a a u
maintain the min.edge distance to mortorJolnts,additional concrete anchors
tt may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3.Concrete anchor fable: N C a
:.:::::::.....I::.........I.:-::::::. :::.::::.....:•:::::.:::.::
NIINC:J"'A:I+EI#ORNA�RNyGFi;' IYI(N:C4�AkANCE ��o� e
70ADfACEM o 0
MURK BJZE M�IVY .. ....:..EDGE.....:............ftNc`NQR......:.. N^z v
... DATE 5122108
i
INP ® 1/4" 1.1/4" 2" 4" scmZ N.T.S. 9
TAPCON ASTRAGAL
ITWDETAiL2 BOLT HOLE Ca DEFAIL2 DWO'BY: AL o
TAPCON® 3/16" 1-1/4" 3" 1.1/2" Outswing Inswing c, sr: LFS 3
WOOD SCREW INSTALLATION NOTES: DRAMAHG Ho.R
1.Maintain a minimum 5/8"edge distance,t"end distance,&I"o.c,spacing of FL-7630.4 c
wood screws to prevent the splitting of wood. sHEEr 8 or 10 "
— — O
a
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1.4T 1.32' C.•' ••S -�
2.36" 14—
Cy,Xl FRAME &I .LITE RAME 7.75' '''��//►11.1 11 �`�,, $ u gg
Alum. Alum.
19 20 E D d SIDE S
Jamb N
S �1 d
�+—0,554" A
54" � it.,r,�i' �5.;4��";}.
INSW NG MONUMENTAL
AtlJusableltveshold
T o
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F+ 4.563". �„� i 3 PVC ME ��5.77' �5
Thrashdd t'! ��jj
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Q Thresho d
F� 4.56" �I v, N z
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1155Ba oplI WING 1HRESHOLD 1.91"�I ,�,ti.�, "h"+�'t•`lt�;.'��� .rSt.°•t`�+'o'yil`,'".r:r o N
Coastal N
96 ASTRAGAL �AI IPGSEIFADJUSi
W1941 I
5.83' 5.75' F. S.", n=o F
t'i Ig �:'''a:.,T?.i;s .dr>c+.�, '•t Y{•`l4 rarS1 I N•_2 ta7
Dire 5/22/08
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owo.BY. AL HD
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threshold He
34 INSWING CS ADJUSTABLE 39 INSWING IMPERIAL Dwuvwa No.: a
lhres old Thresrol FL-7630.4 °o
N
5 SHEET 9 os 10
— — O
0
d
BILL OF MATERIALS �````, * /���ii
REM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL , �%
A 1 X BUCK SG>=0.55 WOOD 40 FIBERGLASS DOOR PANEL•SMOOTH STAR •• •••
B 2X BUCK SG>=0.55 WOOD 41 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC '
C MAX.1/4"SHIM SPACE WOOD 42 TOP RAIL COMPOSITE
D 1 4"X 2-3 4"PFH ELCO OR ITW CONCRETE SCREW STEEL 43 LATCH STILE WOOD/LVL
E MASONRY-011 ORHOLLOWBLOC CONFORMINGTTOAS MPSI MIN.CONCRETE ING C OTO ACI CONCRETE 4 I
5 BOTTOM COMPOSITE ,LE WOOD ',,'x��y� � )� °m=
F 114'X 1-3/4"PFH ITW CONCRETE SCREW STEEL 46 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM
G 3/16"X 3.1/4"PFH ITW CONCRETE SCREW STEEL 50 FIBERGLASS DOOR PANEL-FIBER CLASSIC �' E m Z m o
H 1/4!'x 3.1/4"PFH ITW CONCRETE SCREW STEEL 51 FIBERGLASS SMC SKIN MIN 0.065'THICKNESS SMC v m 9 c r a
I 1/4"X 2-1/4"PFH ITW CONCRETE SCREW STEEL 52 TOP RAIL COMPOSITE ` S m a a
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL 53 LATCH STILE WOOD/LVL V Ii z°
K #8 X 2-1/7'PFH WOOD SCREW STEEL 54 HINGE STILE WOOD o
L #10 X 2-1/7'PFH WOOD SCREW STEEL 55 1 BOTTOM RAIL COMPOSITEa
1 EXTERIOR LITE FRAME ALUMINUM 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM
2 INTERIOR LITE FRAME ALUMINUM 60 FIBERGLASS DOOR PANEL-CLASSIC CRAFT&CLASSIC CRAFT RUSTIC o
3 LITE FRAME TRIM PVC 61 FIBERGLASS SMC SKIN MIN 0.090"THICKNESS SMC o
4 WORT1 7'PFH SCREW STEEL 62 TOP RAIL COMPOSITE vim,
7 MEDIUM REACH COMPRESSION WEATHERSTRIP FOAM 63 LATCH STILE WOOD/LVL `
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 64 HINGE STILE WOOD 1g
9 4"X 4"HINGE.097'THK. STEEL 65 1 BOTTOM RAIL COMPOSITE
10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 66 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM aim
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL 96 COASTAL ALUMINUM ASTRAGAL 6063-T5 THERMA-TRU ALUM.
S 18 THRESHOLD OUTSWING ALUM./WOOD 97 ASTRAGAL STRIKE PLATE STEEL o o
19 HEADER JAMB PIN SG>=0.42 WOOD a
20 SIDE JAMB PINE SG>=0.42 WOOD
Q 21 DEADBOLT-KWIKSETSIGNATURE SERIES 780 STEEL
27 LATCH STRIKE PLATE STEEL
28 DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP PVC
33 INSWING THRESHOLD ALUM.COMP. N
34 INSWING THRESHOLD CS ADJUSTABLE ALUM./COMP.
35 INSWING THRESHOLD ADJUSTABLE AL M./COMP. 8 o N
36 INSWING THRESHOLD ADJUSTABLE ALUM./COMP. iN
37 1 INSWING THRESHOLD SELF ADJUSTABLE '
/COMP. z
38 1 INSWING THRESHOLD IMPERIAL ALUM./COMP.
o¢
NOTE:WOOD DOOR COMPONENTS: PINE OR OAK(SG>=0.42) Q i
^^
w
2
N^Z
DArz: 5122108
=
/ Scua N.T.S.
3
owe.er: AL m
cwc an LFS 3
DRAWING NO, a
g FL-7630.4 0
b a SHEET 10 OF J O