HomeMy WebLinkAboutProduct Approval NOTICE OF PRODUCT CERTIFICATION
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Company: JELD-WEN Certification No.: NI010116.01-R2
� a R�vx:4erxiik,p .2•
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2019
A.
Revision Date: 08/07/2014
Product: Series Energy Saver/Contour Wood Edge 24 Gauge Steel Side-Hinged Doors w/or w/o
.. Side-Lites or w/or w/o Transom (w/Wood Frame unless noted)
Specifications: ASTM E283-04/E330-02/E331-00/AAMA 1304-02/ASTM E1886-05/E1996-05b
To verify that the"Notice of Product Certification" is valid,please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification
represents product conformity to the applicable specification and that certification criteria has been satisfied.A NAMI approved certification label must be applied to the product to
claim certification status. Please review and advise NAMI if any corrections are required to this document.
Inswing Glazed Design Water Test Missile Test Report Number
Configuration or or Maximum Pressure Pressure Impact Drawing Number&
Outswin O a ue Size Pos/Ne s Rated Comments
X I/S Opaque 3'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW 162009 1-16/AO11271
X O/S Opaque 312"X 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Single Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW162009 1-16 /A011271
XX I/S Opaque 6'2"x 6'10" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW162009 1-16 /A011271
XX O/S Opaque 6'2"x 6'9" +55/-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199
Double Wind Zone 4 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW162009(1-16)/A011271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
E _DVEN® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH P TABLE OF CONTENTS
6-0 X 6-8(XX)'&5-4 X 8-0(O/0X0) 36 3/8"WITH SHT#1 DESCRIPTION p
1 INSWING ELEVATIONS&GENERAL NOTES t
INSWING/OUTSWING ASTRAGAL 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM p
3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED ANDI SEALED DATE. PTH THE CURRENTRODUCTRC DHAS 5 INSWING VERTICAL CROSS SECTIONS Ir J u0
6 INSWING HORIZONTAL CROSS SECTIONS F' Cl)r
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O a c�
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 2B 8 OUTSWING ELEVATIONS O- LL N
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z Y =00
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. Lu 25 x 10 OUTSWING VERTICAL CROSS SECTIONS1-
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER w 11 OUTSWING HORIZONTAL CROSS SECTIONS
LOADS TO THE STRUCTURE. / LO
x 12 OUTSWING HORIZONTAL CROSS SECTIONS O t` <
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR W$� D +` �V �l
1 j 13 ANCHORING LOCATIONS I j n J=
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O!° 66 z 14 ANCHORING LOCATIONS c J `L a
4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. \ a- 15 ANCHORING LOCATIONS&DETAILS
5. SCALE BASED ON 11x17 SHEET SIZE. m NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS
6. ALL 1X&2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7. FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES \ /
AND TRANSOMS. m / w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / o
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN w p w
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH O O to ad
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE O< z to
o�o 0 W
ASTRAGAL A B xo x O ¢o
DOOR LEAF CONSTRUCTION: NOTE 2 0 W
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(X�) w�� } t7 w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPAC
I.- x m zz
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND a)m Q w H cw9
DENSITY EXPANDED POLYSTYRENE(EPS). a X z y z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF SOn:
to
24-GAUGE(.021'MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE 1 o O Zit
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90*OVER THE 1.688"X 1.0" a 0 a
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.688"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING
CONSISTS OF ROLLED-FORMED GALVANIZED 25-GAUGE(.018"MIN)STEEL.THE LOCK
BLOCK IS 1.688"X 31/8"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: t2i1 1:51,1 m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZINGSINGLE DOOR WITH&WITHOUT DOUBLE DOOR z w
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. ¢z z
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x¢O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. U x F-
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w O a to
INSWING o w z z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 55 0 0 O O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM O U w"
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o❑
THREE 16 GA.7/16"X 2'LONG STAPLES AND ONE 98X2 FH WOOD SCREW PER CORNER. OUTSWING x c x
a
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILL/JAMB CORNER ANGLED NEGATIVE 55 55 N
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 JOINTS,SILICONE SEALANT AND FOUR 16GA X 7/16"X 2'LONG CROWN NOTES: N o7 Lu
Q
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB. THE MULLION TO DOOR/SIDELITE IS 1- ALL VIEWS FROM INTERIOR. c N o
CENR ASTRAGAL ATTACHED TO THE INACTIVE THE SILL THRESHOLD A D FI LED WITH VE A 71199 SILICONE'HOLE `A PLASTIC ED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CO NSTRUC`,?j41I11!/,,, "-
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE OF THE TWO TO FASTEN1THE JOA ES TOGETHERRUGATED R D#8 X LS ARE D ON THE ���tsEg F, O 'ii m 141.
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2"HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A DATE
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH iason:signed Hermes F.Norero,P.E r PO 12/31/09
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE eason:l am approvingthisdocument z 7 SwF 1/2`1'
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 10:04:34-05'00' DwG.erG.LUBBECKE
IN PLACE WITH 16GA X 7/16"X 2"STAPLES.
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT 41j cHw By. S.FREY
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8'
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE 'i OT E���� DRAWING NO_
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF �� F e, D..ta �\ JW162009
GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS � °abigDO0b1g° ��
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. �� �f �FBgp��
FBPE Na 39578 SHEET 1 OF 16
64 1/2"MAX
OJ OVERALL WIDTH 64 1/2"MAX O.VA WIDTH 51•MAX
58 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH
PANEL WIDTH
N f0
NOTE 2 > O
1 J
0]
\ 4, 25 25 S2 V CC -J u�
26 \ 7 _ x Z O a�
O \ J LL N
W W J W CO
25 x 9 6 6 Z < 2 ao
F J J o G 6 �a^ J �� W' Q
0 Ci
7 \ Ja Z �( 6 >� z D 6 > > JQ�
6 w o a NOTE 2 p D 6 0° Da NOTE 2 NOTE 2 O v p M 2 Lo
J o G 6 0 / NOTE 2 / du I'l
c� Y a
w s
NOTE 2 B / OTE 2 a '' 7"MAX, / '�` 7•MAX. // MULL POST
/ D.L.O. D.L.O. / W O W
/ w
7DM�O / MULL POST O p Q cn z
U, 3--0 0
C D NOTE 2 NOTE 2I I 12"MAX. NOTE 2 A 0��
4 4 f — PANEL WIDTH O Z w
TRI UNIT(OXO) TYP• 12"MAX• NO 11 0 W
A B (INSWING IMPACT DOOR WITH PANEL WIDTH 35 3/4"MAX F j m z
5 5 NOTE 2 4 4 PANEL WIDTH W
NOTE 2 12"MAX' NON-IMPACT SIDELITES
U)"O 3
PANEL WIDTH ul m O w
DUAL UNIT(OX) c6 n Z
35 314"MAX 371/2°MAX O.V.A. x z
LPANEL WIDTH TMP' I '{ (INSWING IMPACT DOOR WITH F O a
FRAME WIDTH I
On:
O
MULL POST NON-IMPACT SIDELITE) z Z p
— r
00
TRI UNIT(O/OXO) O
(INSWING IMPACT DOOR WITH \ g m
NON-IMPACT SIDELITES$TRANSOM)
2s \
�(9
\ 0 Zzz
uj
S2 25 \ x L)MP
= J OW Z
O
W wo UOW�
a 7 D 6 Om WOOW
a �N
7 Lo
NOTE 2 NOTE 2 a W
cn
NOTES:
a0 1-ALL VIEWS FROM INTERIOR. o N o
/ 2-MASONRY AND CONCRETE CONSTRI k(jVlFjI(P"'llt,�
O ��,�� m
F. a z
PO i DATE 12/31/09
A
SCALE: 1/2'=J'B NOTE 2 * 7 *^ DWG.BS•LUBBECKE
35 314"MAX. fl��•_ T T cHK By. S.FREY
PANEL WIDTH O E' lt,��
�i Mae L�F•797\�`\� DRAWING NO.:
SINGLE UNIT(X) �i�iSS�m1"e•�Do ♦ JW162009
(INSWING IMPACT)
FBP ��r" Awu
E Ce Na.28578 SHEET
OF 16
Item DESCRIPTION Material
37 1/2"MAX O.V.A. 1 HINGE JAMB 1 1/4"X 4-9116'FINGERJOINTED PINE PINE
4 2 HEAD JAMB 1 114"X 4-9/16"FINGERJOINTED PINE PINE
O FRAME WIDTH 3 LATCH JAMB(1-1/4"X 4-9116'FINGERJOINTED PINE PINE
31 1l2"MAX.D.L.O. 4 SIDELITE JAMB 1-1/4'X 4-9/16'FINGERJOINTED PINE PINE
5 #10 PHILLIPS FLATHEAD WOOD SCREW WITH 1 1/2"MIN.EMBEDMENT STEEL
CO
6 4"X 4"BUTT HINGE 12GA. .089"MINI STEEL n
D 7 7 #9 X 3/4'PHILLIPS FLATHEAD WOOD SCREW STEEL rn
NOT g #10 X 1 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL cc
J 0
9 3116"ITW BUILDER TAPCON WITH 1 1l4'MIN.EMBEDMENT STEEL m O
10 COMPRESSION WEATHERSTRIP FOA V JLo
11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMF120 6063-T5ICOMP. ALUMINUM Z O —�co
\ 12 98 X 21/2'PHILLIPS FLAT HEAD WOOD SCREW STEEL Z W LL m
26 w 13 EXTRUDED ASTRAGAL GLOBAL 6063-T6 AL ALUMINUM
F J 14 NOT USED ?� < Q
= 15 SIDELITE SEAT Z60 SERIES ENDURA VINYL ^ ro
w 25 R 16 TOP RAIL LAMINATED VENEER LUMBER LVL LVL W J=
J
0— 17 BOTTOM RAIL 25GA. 0.018' GALVANIZED STEEL STEEL � co `1 O-
w 18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
IL
< 7 7 V g g 19 LATCH SIDE STILE LAMINATED VENEER LUMBER LVL LVL
20 LOCK BLOCK 1-11/16'X 3-118"X 12 FINGERJOINTED PINE TREATED PINE
7 / 6 R25
ODL LIP-LITE FRAME PLASTIC w O w
NOTE 2 / NOTE 2 1"O.VA INSULATED TEMPERED GLASS GLASS o X u)16 Ga.7/16"CROWN X 2"LONG STAPLES STEEL 0 mu1CORRUGATED NAIL 112'X 1-1/16'25 GA. STEEL �:(q OKWIKSET LOCK SERIES 40D STEEL o x q ¢wKWIKSET DEADBOLT SERIES 660 STEEL Olz#8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL e0 w 2
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w z O
C D NOTE 2 29 NON-COMPRESSION SHIM WOOD O J
35 3/4"MAX. 30 EXPANDED POLYSTYRENE 1.0 TO 1.25 pd DENS MFG BY JELD-WEN FOAM � z y rn m
PANEL WIDTH 31 STEEL DOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS r:1N
q ¢ Z
A525 COMMERCIAL QUALITY 0.021'MIN.THICK. 0 b Z o
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL S O
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2',LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a a
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-T5/COMPOSITE ALUMINUM g}
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE Cw7
36 318"ROUNDED SCOTIA PLASTIC z
37 SILICONE BEAD DOW 1199 SILICONE O O
38 JAMB,1-1/4'X4-1/2"FINGERJOINTED PINE LVL DW�z
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM 0❑O 0
Fn
40 ASTRAGAL BOLT 0.313 DIA. STEEL o 00 w
41 OPTIONAL 1X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD w c a w
=o W
42 11/16 O.VA INSULATED 1/8'ANNEALED GLASS GLASS a
43 1"STEEL BRAD STEEL
44 ALUMINUM GLAZING SPACER AL./SEALENT w
45 GLAZING CLIP CELLULAR PVC NOTES: ry o
1-ALL VIEWS FROM INTERIOR.
46 SASH ICELLULAR PV 2-MASONRY AND CONCRETE CONSTRIt(TWI.1
47 STRIKE PLATE GLOBAL STEEL %%�f�S F. O z
48 DEAD BOLT BACK PLATE SINGLE DOOR SYSTEMS ONLY) STEEL
49 80Ti0M AS
INSERT PLUG GLOBAL PLASTIC DATE 12/31/09
.7 K O ScnLE: 1112'=
* DwG.eG.LUBBECKE
CM BY. S.FREY
i�ON"lte T Tom''"•��� DRAWING NO.:
OD'.c�d�B JW 162009
FBPE CM
L SHEET-OF 16
O (D 1/4"MAX
c-D z m
m
M m SHIM THK
cn
x 0
0< m
m :�4 1 112"
0 MIN.EMB.
-n
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co)(1) Z-
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5
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0
z
NZ Z
Oz
Z'o
0 INTERIOR
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?� fND zo
79'MAX PANEL HEIGHT
cn
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C$)rn MIN.EMB.
m a
m m
m
1/4'MAX
> SHIM THK
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z 0 z
>
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0 0 • -o,-
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M-i
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z' z INTERIOR
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0
0
z
r):u I - 79"MAX PANEL HEIGHT
— �-1 1/4'MIN.EMB.
z z -m rj) 1/4"MAX
0 0 M m
4 --1 < z m SHIM THK.
m mM cm,
0;u
0=1 m
m > 1 1/2"
'o om -n 0 F
> MIN.EMB
>
z 8-a z
a rn 0
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z co
(1)En
0 CD EXTERIOR
M>z m TE
o z 0
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O- o
zomz>
zo
OD -0 Ox;u ZO>'
0
'n � 0
Z 0�u
ca zmo INTERIOR
0 m
0 F: 10
rnA
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-n z t". z
5; qmz (n
0 In 0 0 0
>m m>ca L 79"MAX PANEL HEIGHT L 12°MAX.PANEL HEIGHT
0 m
;u z 13 1/2*MAX.FRAME HEIGHT
cn
m 11/4"
co 0 m MIN.EMB.
m
9< N V wN m1/4"MAX
c>o T m 4 m>
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z 0
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L 79"MAX PANEL HEIGHT MAX.D.L.O.
12"MAX.PANEL HEIGHT
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PRODUCT:
CONTOURS STEEL DOOR,WOOD EDGE
JELD-WEN,INC.
6-0x6-8(XX)&5-4x6-8(O/0X0)
m r C INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
0 o T c: KLAMATH FALLS,OR,97601
B 10.27.14 5TH EDCODE CHANGE SM PART OR ASSEMBLY:
8
m cO 12.01.11 2010 CODE CHANGE JLA
0 -5-y- INSWING VERTICAL CROSS SECTIONS PH.541-882-3451
X ±!O DATE DESCRIPTION
m REVISIONS
rm 1"MIN. NOTE 1 C6 1" 1"MIN 1"
= N w 1"MIN 28 41 w MIN. MIN NOTE 1 m MIN. 1"MIN
_ 5 jl�"MIN 9 MIN
28 41 Y "^M N NOTE 1 Z 1"MIN 9 28 041 1
m w 28 41 •
5 O
. - CO
.. 29 ¢ .d
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38 \ 36 O 29e• m O
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SEE DETAIL A 1 = w Y 2 U IY J
SHEET 15 37 p _ ¢= 38 70.A.
= SEE DETAIL A 2 Z d ¢
Q2 SHEET 15 36 43 Z W LL 03
= 37 I- (7 = 37 SEE DETAIL A _ 36 43W Ym = w SHEET 15SEE DETAIL A11/16" ¢ 16 37 n
44 SHEET 15 g O w 31 J n g=
37 45 46 ^ g o a LL p 30 31 16 Y
N 45 46 C
38 c 37 n w 21 --1 0 30 w m
N " 1
38 w 1"O.A. � w W.mow O_
SEE DETAIL A w O w O O w F-
SHEET 12 F cD 21 1 O A. °� O O m w
2 z p SEE DETAIL A w 7 X p O p Q m
22 � SHEET 12 z m 3 m v CO
36 43 2 / 22 / 00 VXV z w
37 - 36 43 Y1 m ¢
31 16 37 / U) 21 /te a � � m
31 g� 31 g� U) (9 w j
p 31 16 (9 a- (9(Lofxz y c7
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21 30 C7 �O rm oz zo 3
w 0 F 37 30 37 30 w a v z
SEE DETAIL A w p 21 p z
SHEET 12 1"O.A. zl ro 1"O.A. m 0 15 g}
O SEE DETAIL A w 11 m
11
m SHEET I2 z m z w
11 15 (9
zz / 22 / 41 za 1 1/2"MIN. —L M a o
21 / 21 SEE NOTE EMB. 9 a` o w a
m
tAa /tea 5 .. ' OpUz
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31 g� 31 :5 �'—{1'MIN 0Om�
C7 a C7 a —{ 1"MIN �- 1"MIN. 1"MIN Woo w
17 17 C VERTICAL CROSS SECTION SIDELITE TYP.ION D VERTICAL CROSS SECTION SIDELITE TYP. N
5 WOOD FRAME INSTALLATION
m 5 MASONRY AND CONCRETE INSTALLATION
37 30 37 30 w
w
Z NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS LONG AS MINIMUM ANCHOR N o¢
EMBEDMENT DEPTH,INTO MASONRY,CONCRETE,OR WOOD IS o p
11 15 11 MAINTAINED. %%,,`,ES
i GO
15
41 28 1 1/2" 9 L- O
.�• P �= DATE: 12131/09
SEE NOTE 1 MIN. a. a SCALE:
EMB. DWG.EG,LUBBECKE
5 1"MIN
trot.Br. S.FREY
1"M �- 1"MIN. 1"MIN , xN Ne P���Z' DRAWING NO-'
AVERTICALi nBoF yP.r�7
VERT CAL CROSS SECTION S DELITE RANSOM TYP. B VERTICAL CROSS SECTION SIDELITE RANSOM TYP. �i� �% JW162009
5 WOOD FRAME INSTALLATION 5 MASONRY AND CONCRETE INSTALLATION FBPEC"CE/ti6W��hNN..M76 SHEET_5_GF 16
1/4"MAX.
25
13 10 1 114" SHIM THK. 1.- 11/7
MIN.EMS.
MIN.EMS. SEE DETAIL A Q31 3 SEE NOTE co
4 28 41 SHEET 15
SEE NOTE 3A 19 r�
1 1 114 MAX.SHIM p (n
THK-j1"MIN. > ce
SEE DETAIL A
ca
SHEET 15 1"MIN. 31 58 10
ul 1-- CD
1"MIN. 1.MING jr
30
31 20 31 1 m z o c)
5Lu CL LL NINTERIOR 18 10 Lu LU
00
LU CP
INACTIVE ACTIVE1"MINO
9 z ( INTERIOR <9) 7
w
1"MIN 6 9 8 (6SEE NOTE 4 r Lo
HORIZONTAL CROSS SECTION / C \ HORIZONTAL CROSS SECTION
A LLI
VIEW AT ASTRAGAL INTERIOR 30 7 29 8 \,�6 VIEW AT DOOR LATCHISIDE JAMB V) y a-
6 (WOOD INSTALL)
114"MAX. rB"\ HORIZONTAL CROSS SECTION 1/4"MAX
1 1/2" SHIM THK VIEW AT DOOR HINGE/SIDE JAMB SHIMTHK.-I cn
MIN.EMS, (MASONRY AND CONCRETE INSTALL) SEE DETAIL A Lu z
:EEDE 1 112" SHEET 15 (9
TAILA 4 a -j 0
SHEET
15 1 1/4' MIN.E UJ-w k.-
0 w 0
MIN.EMS. M; w
1"MIN. 28 41 SEE NOTE 4 OO w
37 31 30 21 00
1/4"MAX. n '-6
T18 HIM THK T f 18 regg 0
0:
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6"TYP. SEE DETAIL B \ / 2-USE 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED.
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3"TYP.--{ r DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4"OR m
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HINGE DETAIL m m O x
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INSWING/OUTSWING UNIT(0X01 49 DETAIL F
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2-SCREW#281N DETAIL C,NOT USED IN DwG.slr•LUBBECKE
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DETAIL H 7J ; [U CHK.6Y: S.FREY
CORNER DETAIL AT TRANSOM MULL ii'On� P Nq 1P `.� DRAWMG NO.:
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LI -T 1 7 p0 DATE:12/31/09
T � T s�AS SHOWN
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O�,T�Kor _z �� DRAWING NO.:
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CELLULAR PVC O CELLULAR PVC O PLASTIC O FINGERJOINTED PINE Sey�1n ,s
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