INACTIVE ACTIVE 79" MAX PANEL HEIGHT 74" MAX. OVERALL FRAME WIDTH 72 1/4" MAX. PANEL WIDTH 36 3/8" WITH ASTRAGAL A B A C B D E 4 4 6 6 6 6 6 81 3/4" MAX. OVERALL HEIGHT (6'-8") ASTRAGAL NOTE 2 NOTE 2 NOTE 2 26 25 %1061745 56''. &114 911& '&)' Ä : Ä :: Ä : Ä 11:1 +059+0)17659+0) )# 56''. +/2#%6 &114 5;56'/ FACE SHEETS: THE FACE SHEETS ARE GLUED TO THE CORE AND SUBSTRATE WITH LMC ADHESIVE. CORE DESIGN: BY JELD-WEN. PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF 24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GA SHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90° OVER THE 1.688" X 1.0" LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAIL CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCK BLOCK IS 1.688" X 3 1/8" X 12" FINGER JOINTED PINE. DOOR LEAF CONSTRUCTION: 4 3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1. GENERAL NOTES 5. SCALE BASED ON 11x17 SHEET SIZE. 2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. 1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2018 IBC, 2018 IRC AND CURRENT TEXAS DEPARTMENT OF INSURANCE (TDI), BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05, E1996-05b & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4 RATING. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE (WD) 3. NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. 6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER. 8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OH LENGTH/OH HEIGHT IS 1.0. FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM CLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING THREE 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED FROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBAL ASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16" HOLE DRILLED AT THE CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTIC RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWING UNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2-1/2" SCREWS TO RECEIVE THE BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2" HOLE AT THE CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2 1/2" SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED AT THE EXTERIOR USING DOW 1199 SILICONE. SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZING CONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.75" AIR SPACE. JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWN STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS OF THE TWO FRAMES. 1" X 1/2" CORRUGATED NAILS ARE USED ON THE EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2" SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. A WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH OF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELD IN PLACE WITH 16GA X 7/16" X 2" STAPLES. TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/8" ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE GLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASS PROVIDES A 7/16" AIR GAP. TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OF LAMINATED VENEER LUMBER (LVL). THE FRAME CORNERS ARE JOINED USING RABBET 7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS. POSITIVE NEGATIVE DESIGN PRESSURE RATING: POSITIVE NEGATIVE DOUBLE DOOR +55 -55 DESIGN PRESSURE RATING INSWING OUTSWING +55 -55 W/O SIDLITE OR TRANSOM SINGLE DOOR WITH & WITHOUT +55 -55 +55 -55 SIDELITE(S) AND/OR TRANSOM TABLE 1 6#$.' 1( %106'065 SHT # 1 2 3 INSWING ELEVATIONS & GENERAL NOTES DESCRIPTION INSWING ELEVATIONS & BILL OF MATERIAL 15 16 UNIT COMPONENTS INSWING ELEVATIONS ANCHORING LOCATIONS & DETAILS INSWING VERTICAL CROSS SECTIONS 4 INSWING VERTICAL CROSS SECTIONS 5 6 INSWING HORIZONTAL CROSS SECTIONS 7 INSWING HORIZONTAL CROSS SECTIONS 8 OUTSWING ELEVATIONS OUTSWING VERTICAL CROSS SECTIONS 9 OUTSWING VERTICAL CROSS SECTIONS 10 11 OUTSWING HORIZONTAL CROSS SECTIONS 12 OUTSWING HORIZONTAL CROSS SECTIONS 13 ANCHORING LOCATIONS 14 ANCHORING LOCATIONS SHEET OF DRAWING NO.: DWG. BY: CHK. BY: SCALE: DATE: PRODUCT: PART OR ASSEMBLY: NO. DATE REVISIONS BY A 12.01.11 JLA 2010 CODE CHANGE B 10.27.14 SM 5TH ED CODE CHANGE DESCRIPTION C 08.23.17 JH CHG'D CORE DEFIN. D 01.14.20 TB ADDED ADA THRSHLD 2* ÄÄ .#-'2146 $.8& -.#/#6* (#..5 14 ,'.&Ä9'0 +0% INSWING ELEVATIONS & GENERAL NOTES 12/31/09 1/2" = 1' G.LUBBECKE S. FREY JW162009 1 16 CONTOURS STEEL DOOR, WOOD EDGE 6-0x6-8 (XX) & 5-4x6-8 (O/OXO) INSWING/OUTSWING 24GA. STEEL DOUBLE UNIT (XX) (INSWING IMPACT) NOTES: - ALL VIEWS FROM INTERIOR. - MASONRY AND CONCRETE CONSTRUCTION.
FACE SHEETS: THE FACE SHEETS ARE GLUED TOTHE CORE AND SUBSTRATE WITH LMC ADHESIVE.CORE DESIGN: BY JELD-WEN.
PANEL CONSTRUCTION: EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF24-GAUGE (.021" MIN) GALVANIZED STEEL. THE AVERAGE MIN. YIELD STRENGTH OF 24 GASHEET METAL SKIN IS 40,300 psi. THE FACE SHEETS ARE BENT 90° OVER THE 1.688" X 1.0"LVL (LAMINATED VENEER LUMBER) STILES AND TOP RAIL. THE 1.688" X 1.203" BOTTOM RAILCONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE (.018" MIN) STEEL. THE LOCKBLOCK IS 1.688" X 3 1/8" X 12" FINGER JOINTED PINE.
DOOR LEAF CONSTRUCTION:
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS. ANCHOREMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
4. FOR DESIGN PRESSURE RATING SEE TABLE I, SHEET 1.
GENERAL NOTES
5. SCALE BASED ON 11x17 SHEET SIZE.
2. 2X AND 1X WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFERLOADS TO THE STRUCTURE.
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE 2018 IBC, 2018 IRCAND CURRENT TEXAS DEPARTMENT OF INSURANCE (TDI), BASED ON THE SIGNED ANDSEALED DATE. PRODUCT HAS BEEN TESTED TO ASTM E330-02, E331-00, E283-04, E1886-05,E1996-05b & AAMA 1304-02. SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE (WD) 4RATING. DOOR SYSTEMS HAVING SIDELITE/TRANSOM COMBINATIONS RATE ATWINDZONE (WD) 3.
NOTE: GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED.
6. ALL 1X & 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTIONREQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHENINSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG (OH) RATIO = OHLENGTH/OH HEIGHT IS 1.0.
FRAME CONSTRUCTION: THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD.THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMCLADDING. THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH ANALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOMFRAME CORNERS ARE COPED, BUTTED, SEALED USING SILICONE AND FASTENED USINGTHREE 16 GA. 7/16" X 2" LONG STAPLES AND ONE #8X2 FH WOOD SCREW PER CORNER.INSWING SYSTEMS HAVE A #8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLEDFROM SILL INTO THICK PORTION OF JAMB. TOP FRAME CORNERS ARE COPED, BUTTED,SEALED USING SILICONE AND FASTENED USING FOUR 16 GA. 7/16" X 2" LONG STAPLESAND ONE #8X2 FH WOOD SCREW PER CORNER. INSWING UNITS WITH A GLOBALASTRAGAL ATTACHED TO THE INACTIVE PANEL, HAVE A 7/16" HOLE DRILLED AT THECENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. A PLASTICRECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT. OUTSWINGUNITS WITH AN INACTIVE PANEL, TAKE A 1/2" HOLE AT THE CENTER OF THE SILL AND AMETAL STRIKE PLATE IS FASTENED USING TWO #8 X 2-1/2" SCREWS TO RECEIVE THEBOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2" HOLE AT THECENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO #8 X 2 1/2"SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT. ALL FRAME JOINERY ARE SEALED ATTHE EXTERIOR USING DOW 1199 SILICONE.
SIDELITE CONSTRUCTION: EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL,INCLUDING CORE DESIGN, BUT EXCLUDING THE WOOD LOCK BLOCK. INSULATED GLAZINGCONSISTS OF TWO 0.125" TEMPERED GLASS PANES SEPARATED BY A 0.75" AIR SPACE.
JOINTS, SILICONE SEALANT AND FOUR 16GA X 7/16" X 2" LONG CROWNSTAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE ISCREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBSOF THE TWO FRAMES. 1" X 1/2" CORRUGATED NAILS ARE USED ON THEEXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND #8 X 2"SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE. AWOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTHOF THE EXTERIOR JOINT, SEALED WITH SILICONE SEALANT AND HELDIN PLACE WITH 16GA X 7/16" X 2" STAPLES.
TRANSOM GLAZING: THE GLAZING CONSISTS OF 2 PIECES OF 1/8"ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THEGLAZING CLIP. AN ALUMINUM SPACER BETWEEN THE GLASSPROVIDES A 7/16" AIR GAP.
TRANSOM FRAME CONSTRUCTION: FRAME HEADS, SILLS AND JAMBS ARE MADE OFLAMINATED VENEER LUMBER (LVL). THE FRAME CORNERS ARE JOINED USING RABBET
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES AND TRANSOMS.
AWOOD FRAME INSTALLATION10VERTICAL CROSS SECTION SIDELITE /TRANSOM TYP. B
10VERTICAL CROSS SECTION SIDELITE /TRANSOM TYP.
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HORIZONTAL CROSS SECTIONGVIEW AT FIXED PANEL/SIDE JAMB11(MASONRY AND CONCRETE INSTALL)
HORIZONTAL CROSS SECTIONHVIEW AT FIXED PANEL/SIDE JAMB11(WOOD INSTALL)
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OPTIONAL MASONRY AND CONCRETE INSTALLATIONFOR HEADERS AND JAMBSSEE NOTE 5 & 6, THIS PAGE
HORIZONTAL CROSS SECTIONAVIEW AT HINGED PANEL/SIDE LITE AND MULLION12 HORIZONTAL CROSS SECTIONB
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SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS DOUBLEINSWING/OUTSWING UNIT (XX)
NOTE:- ANCHOR SPACING FOR BOTH INSWING & OUTSWING.
AN
CH
OR
ING
LO
CA
TIO
NS
INS
WIN
G/O
UTS
WIN
G
12/31/091/2" = 1'
G.LUBBECKES. FREY
JW162009
13 16
SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS TRI UNIT W/ TRANSOMINSWING/OUTSWING UNIT (O/OXO)
CO
NTO
UR
S S
TEE
L D
OO
R, W
OO
D E
DG
E 6
-0x6
-8 (X
X) &
5-4
x6-8
(O/O
XO
)IN
SW
ING
/OU
TSW
ING
24G
A. S
TEE
L
3" TYP.
14" M
AX
. O.C
. TY
P.
SEE DETAIL CSHT. 15
39 5
/8"
69 3
/8"
7 3/
8"
SE
E D
ETA
IL E
SH
T 8
5TYP.
9
39 3
/8"
5 1/
2"CLCL
5" T
YP
.5"
TY
P.
3" TYP.6" TYP.
CLMULL
81 3
/4" M
AX
FR
AM
E H
T. (I
NS
WIN
G)
81" M
AX
. FR
AM
E H
T. (O
UTS
WIN
G)
SEE DETAIL ITYP. SHT. 15
SEE DETAIL BSHT. 15
SE
E D
ETA
IL G
SH
T 15
6" TYP.
95 1
/4" M
AX
FR
AM
E H
T. (I
NS
WIN
G)
94 1
/2" M
AX
FR
AM
E H
T. (O
UTS
WIN
G)
39 1
/2"
5 1/
2"
39 3
/4"
69 1
/2"
7 1/
2"
SE
E D
ETA
IL G
SH
T. 1
5
SEE DETAIL CSHT. 15
SEE DETAIL HSHT. 15
CL
5
9TYP.
CL3"TYP.
5" T
YP
.
5" T
YP
.5"
TY
P.
14" M
AX
. O.C
. TY
P.
7" TYP.2" TYP.
SE
E D
ETA
IL E
SH
T. 1
5
3" T
YP
.
3" T
YP
.
24SEE DETAIL BSHT. 15
13 1
/2"
81 3
/4" M
AX
FR
AM
E H
T. (I
NS
WIN
G)
81" M
AX
FR
AM
E H
T. (O
UTS
WIN
G)
39 1
/2"
5 1/
2"
39 3
/4"
69 1
/2"
7 1/
2"
SE
E D
ETA
IL G
SH
T. 1
5
SEE DETAIL CSHT. 15
SEE DETAIL BSHT. 15
CL
5
9TYP.
CL3"TYP.
5" T
YP
.5"
TY
P.
14" M
AX
. O.C
. TY
P.
SE
E D
ETA
IL E
SH
T. 1
5
SHEET OF
DRAWING NO.:
DWG. BY:
CHK. BY:
SCALE:
DATE:
PR
OD
UC
T:
PA
RT
OR
AS
SE
MB
LY:
NO
.D
ATE
RE
VIS
ION
SB
YA
12.0
1.11
JLA
2010
CO
DE
CH
AN
GE
B10
.27.
14S
M5T
H E
D C
OD
E C
HA
NG
E
DE
SC
RIP
TIO
N
C08
.23.
17JH
CH
G'D
CO
RE
DE
FIN
.D
01.1
4.20
TBA
DD
ED
AD
A T
HR
SH
LD
OU
TSW
ING
HO
RIZ
ON
TAL
CR
OS
S S
EC
TIO
NS
12/31/091/2" = 1'
G.LUBBECKES. FREY
JW162009
14 16
SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS DUAL UNITINSWING/OUTSWING UNIT (/OX)
SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS SINGLE UNIT W/ TRANSOMINSWING/OUTSWING UNIT (O/X)
NOTE:- ANCHOR SPACING FOR BOTH INSWING & OUTSWING.
SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS SINGLE UNITINSWING/OUTSWING UNIT (X)
CO
NTO
UR
S S
TEE
L D
OO
R, W
OO
D E
DG
E 6
-0x6
-8 (X
X) &
5-4
x6-8
(O/O
XO
)IN
SW
ING
/OU
TSW
ING
24G
A. S
TEE
L
6" C-SINK. NOTE1 - USE #10 WOOD INSTALLATION SCREW W/ 1.50" MIN. EMBEDMENT WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD & JAMBS.2 - USE 3/16" ITW TAPCON ANCHOR W/ 1 1/4" MIN. EMBED. WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS.3 - SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4" OR 3/4" THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT IS MAINTAINED.
232
DETAIL BCORNER DETAIL AT HEAD
DETAIL CCORNER DETAIL AT SILL
23
31
34
31
11
2828
4
39
4
1247
8
7
7
7
47
49
27
3" TYP.
14" M
AX
. O.C
. TY
P.
SEE DETAIL C
SEE DETAIL B
39 5
/8"
69 3
/8"
7 3/
8"
SE
E D
ETA
IL E
5
TYP.
9
39 3
/8"
5 1/
2"
CLCL CL
5" T
YP
.5"
TY
P.
3" TYP.6" TYP.
CL MULLMULL
81 3
/4" M
AX
FR
AM
E H
T. (I
NS
WIN
G)
80 1
/2" M
AX
FR
AM
E H
T. (O
UTS
WIN
G)
SEE DETAIL I
SE
E D
ETA
IL G
27
27
4
3824
38
2
1
27
23
27
#8 X 2 1/2"WOOD SCREWSTYP.
34
35
112 39
SHEET OF
DRAWING NO.:
DWG. BY:
CHK. BY:
SCALE:
DATE:
PR
OD
UC
T:
PA
RT
OR
AS
SE
MB
LY:
NO
.D
ATE
RE
VIS
ION
SB
YA
12.0
1.11
JLA
2010
CO
DE
CH
AN
GE
B10
.27.
14S
M5T
H E
D C
OD
E C
HA
NG
E
DE
SC
RIP
TIO
N
C08
.23.
17JH
CH
G'D
CO
RE
DE
FIN
.D
01.1
4.20
TBA
DD
ED
AD
A T
HR
SH
LD
SCALE: 6" =1'-0"DETAIL - A
NOTE(S):- ANCHOR SPACING FOR BOTH
INSWING & OUTSWING.
2 - SCREW #28 IN DETAIL C, NOT USED IN (XX) CONFIGURATION.
ASTRAGALDETAIL D
HINGE DETAILDETAIL E
TOP STIKE PLATE
ASTRAGAL BOTTOMDETAIL F
INSERT PLUG (INSWING)
ASTRAGAL BOTTOM (OUTSWING)DETAIL F
LATCH & DEADBOLT STRIKEDETAIL G
PLATES
CORNER DETAIL AT TRANSOM MULLDETAIL H
MULL POST (SILL SIMILAR)DETAIL I
AN
CH
OR
ING
LO
CA
TIO
NS
& D
ETA
ILS
12/31/09AS SHOWNG.LUBBECKE
S. FREY
JW162009
15 16
SCALE: 1/2" =1'-0"
ANCHORING LOCATIONS TRI UNITINSWING/OUTSWING UNIT (OXO)
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