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2 ENDURA INSWING THRESHOLD WEATHERSTRIP 1/6° TOP RAIL U Q J
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w O w
SCALE:6"=l'-G" 6063 T5 AL AND COMPOSITE 39 DOOR BOTTOM SWEEP 1 3/4° o X N
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ASTRAGAL STTtIKE PLATE �g
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A B SECTION A A SECTION B$ 2, ODL LIP FRAME SCALE:6'=1'-0" w
13 PLASTIC L9 w
6 635 ALUMINATGAL EXTRMED O SCALE:6"=1'-0° �O z
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50 1
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40 ASTRAGAL BOLT 35 MULL POST v G1:1 o
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LATCH PLATE STEEL N o
—{ 1 3/8' O SI UNITS ONLY
13/16' SIDELITE SEAT 48 4� o N 0
m 15 SCALE:6D PLASTIC ``�� E"!lO 1'-0" O
yr I [0 Q
P0 Dare:12/31/09 z
Z S�ASSHOWN
1/2° 14112° * ' *- DWG.eg.LUBBECKE
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46 TRANSOM SASH 45 TRANSOM GLAZING CLIP 36 FIXED CORNER TRIM O TRANSOM JAMB i�FiS `mLq o ���� JNGNO-- 9
CELLULAR PVC CELLULAR PVC PLASTIC FINGERJOINTED PINE SAj�> g1l .sol
SCALE:6"=11-01 SCALE:6"=I'-O' SCALE:6"=V-0" SCALE:6"=l'-O" FBPE 4A N.29R8 SHEErI6 OF 16
SEE DETAIL I
CSINK. ♦f- NOTE o
/ 1-USE#10 WOOD INSTALLATION SCREW W/1.50'MIN.EMBEDMENT co
( WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD&JAMBS. rn
6'TYP. SEE DETAIL B \ / 2-USF,3/16°ITW TAPCON ANCHOR W/1 1/4"MIN.EMBED. j 0
• 19, / WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SIDELITE SILLS. -1
3°TYP.�1 {� m _
DETAIL-A 3-SCREW AND TAPCON ANCHORS CAN BE EMBEDED IN EITHER THE 1 1/4°OR
SCALE:6'=11-0" 3/4"THICK PORTION OF THE JAMB AS LONG AS THE SUBSTRATE EMBEDMENT tj ICE
J
IS MAINTAINED. Z Q('?
C7 Z W
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Z m Iri O 1 34 39 47 12 J Q
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n 9 I 1 3 4 0
iv 28 SEE OTE 8 7 00N z
0-0
m 5 0 6
. D DETAIL B DETAIL C m 0 J
CORNER DETAIL AT HEAD CORNER DETAIL AT SILL 7 7 S z s
1 1 I i I I I I ❑ � z�
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MULL T / MULL DETAIL E � 0 m 0
HINGE DETAIL maq O _
�EE DETAIL C (� w Q z z
t— ¢
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ANCHORING LOCATIONS TRI UNIT 27 —' a v z
INSWINGIOUTSWING UNIT(0X0) ELI
SCALE:1/2"=1'-0" 27 49 DETAILF
ASTRAGALBOTTOM g m
INSERT PLUG(INSWING)
DETAIL G w
#8 X 2 1/2" 38 23 LATCH&DEAD9OLT STRIKE 47 cw7
WOOD SCREWS PLATES 3: 0
TYP. 27 w V-2 m
27 O ❑wz
2 11 34 390 V5
38 p w
24 27 ` wo❑w
DETAIL F
ASTRAGAL BOTTOM(OUTSWING) N o Q
C N O
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2 NOTE(S): `�� ��S F. O iim¢z
35 1-ANCHOR SPACING FOR BOTH `� % Q �� DATE:1231/09
1 4 INSWING&OUTSWING. 7 O scuE AS SHOWN
2-SCREW#28 IN DETAIL C,NOT USED IN -* * = DWM E6.LUBBECKE
(XX)CONFIGURATION.
DETAIL H 1� to cHK sy.- S.FREY
CORNER DETAIL AT TRANSOM MULL ��� � ,- DwAVING
JW162009
DETAIL I �4/�� F},
MULL POST SILL SIMILAR FHPEteil!�I29M sHEErj_5__OF 16
14•MAX.O.C.TYP.I
SEE DETAIL G 51/2'
SHT 15 39 3/8'
3
vm
813/4'MAX FRAME HT.(INSWING) w =m
81"MAX.FRAME HT.(OUTSWING) -x{D
In—a cmig 5"TYP. 5"TYP.--�
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1 SEE DETAIL G ( \
5"TYP. SHT.15 5"TYP.
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39518 o
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SEE DETAIL E 14°MAX.O.C.TYP. ym ca 951/4"MAX FRAME HT.(INSWING)
SHT.15 1 m941/2"MAX FRAME HT.(OUTSWING)
1 0 r•a • O1 5 1/2" _I— 39 1/2"--i 13 1/2'
m 7 1/2' m
39 3/4" 3"TYP.
n SEE DETAIL G
691/2' SHT.15
5"TYP.cA
5"TYP.�I � 5"TYP.
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CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
t$ 6-0x6-8(XX)&54x6-8(0/0X0)
ra m c N i- INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
r c m m o B 10.27.14 5TH ED CODE CHANGE SM PART OR ASSEMBLY: KLAMATH FALLS,OR,97601 - `-
z m `O A 12.01.11 2010 CODE CHANGE JLA
OUTSWING HORIZONTAL PH.541-882-3451
m NO DATE DESCRIPTION BY CROSS SECTIONS
REVISIONS
691/2'
39 3/4"
71/2"
SEE DETAIL E
SHT.15
(BOTH JAMBS)
813/4'MAX FRAME HEIGHT(INSWING)
801/2'MAX FRAME HEIGHT(OUTSWING) ce f
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PRODUCT:
CONTOURS STEEL DOOR,WOOD EDGE
6-Ox6-8(XX)s 54x6-6(O/OXO) JELD-WEN,INC.
m m C r w INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
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n �� co A 12.01.11 2010 CODE CHANGE JLA ANCHORING LOCATIONS PH.541-882-3451
m NO DATE DESCRIPTION BY INSWING/OUTSWING
REVISIONS
35 1/4"MAX
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SHIM THK.TYP.
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1 1/2' SHIM THK NOTES 0
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L t DATE' 12131/09
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2 EXTERIOR INTERIOR
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FBPECa�OR f SHEET _OF 16
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m 1"MIN. NOTE 1 m MIN. 1°
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m ( C \ VERTICAL CROSS SECTION SIDELITE TYP. 10 MASONRY AND CONCRETE INSTALLATION
30 37 30 w 10 WOOD FRAME INSTALLATION
z N O Q
39 37 34 39 31 d N o
� NOTE 1- 1X MAY BE UTILIZED AS AN OPTION AS
LONG AS MINIMUM ANCHOR EMBEDMENT `0�, r,F.
28 41 DEPTH,INTO MASONRY,CONCRETE,OR tS� �i Z
Z 1 WOOD IS MAINTAINED. �� •; •. op i DATE:12131/09
SEE NOTE 1 2 g °o.. ° •. . a scu E 3^=1'
w n - 7 * ' DWr•BG.LUBBECKE
5 �I 1°MIN� � � '
�- 1"MIN. 1"MIN O .y �1 cwcsr: S.FREY
1"MIN DaAxnHOND.:
�\VERTICAL CROSS SECTION SIDELITE/TRANSOM TYP. B VERTICAL CROSS SECTION SIDELITE RANSOM TYP iii , JW162009
10 WOOD FRAME INSTALLATION 10MASONRYAND CONCRETE INSTALLATION FeFE% BPLi� H"'29a SHEET-OF 16
ti
1.
1"MIN. MIN. 1"MIN 1"MIN 1'MIN. NOTE 1 1" 1"MIN
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1"MIN —1 w Y BE UTILIZED AS AN OPTION AS
SIMIN -� NOTE 1-LONG AS MINIMUM ANCHOR EMBEDMENT WG•R,*.LUBBECKE
A VERTICAL CROSS SECTION.DOORTYP. -t DEPTH,INTO MASONRY,CONCRETE,OR Ker: S.FREY
9 WOOD FRAME INSTALLATION B
VERTICAL CROSS SECTION.DOOR TYP. WOOD IS MAINTAINED. fl RAM NO:
9 MASONRY AND CONCRETE INSTALLATION NOTE 2-OPTIONALLY,ANCHOR CAN BE PLACEDzu
IN NARROW SECTION OF HEAD OF JAMB. �. JW762009
e ,asee0a ,�` SHFEEr�oF]_Q__
JELDIVEN® 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 1/4"MAX.PANEL WIDTH TABLE OF CONTENTS
6-0X6-8(XX)8 5-0 X 8-0(O/OXO) 38 318°WITH J SHT# DESCRIPTION p
INSWING/OUTSWING to
ASTRAGAL I 1 INSWING ELEVATIONS&GE ERAL NOTES
2 INSWING ELEVATIONS rn
24 GA.STEEL IMPACT DOOR SYSTEM O
4 3 INSWING ELEVATIONS&BILL OF MATERIAL
pe cc
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS JfJ]5 INSWING VERTICAL CROSS SECTIONS O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 6 INSWING HORIZONTAL CROSS SECTIONS F' in
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS t j � J
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS Z O Q co
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS P6 8 OUTSWING ELEVATIONS w 00
HAVING SIDELITEI TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. 9 OUTSWING VERTICAL CROSS SECTIONS Z Y =co
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. w FE 10 OUTSWING VERTICAL CROSS SECTIONS LU ~rr
J 25 a
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER M 11 OUTSWING HORIZONTAL CROSS SECTIONS
\ = 12 OUTSWING HORIZONTAL CROSS SECTIONS
LOADS TO THE STRUCTURE. D J ch
13 ANCHORING LOCATIONS n 2
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR j°_Q 6 w 14 ANCHORING LOCATIONS w C') Y O
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. Os 15 ANCHORING LOCATIONS&DETAILS
4. FOR DESIGN PRESSURE RATING SEE TABLE 1,SHEET 1. 6 16 UNIT COMPONENTS
5. SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ / NOTE 2
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 \ // w p w
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH p p r~n
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 0.64
O 4 z m
O
29
ASTRAGAL A B OX 0 Z
DOOR LEAF CONSTRUCTION: O l z
DOUBLE UNIT(XX) NOTE 2 J w
FACE SHEETS:THE FACE SHEETS ARE GLUED TO (INSWING IMPACT) W"Im- > O w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. F O m z z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUNDLu
y w
DENSITY EXPANDED POLYSTYRENE(EPS). m x z y z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF OF rn O
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o z z c
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" TABLE 1 a U
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"X3 118"X 12"FINGER JOINTED PINE. DESIGN PRESSURE RATING: m g}
m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, w w
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR z O
CONSISTS OF TWO 0.125"TEMPERED GLASS PANES SEPARATED BY A 0.75"AIR SPACE. SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM U O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w m
INSWING ow it z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 U po
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM ❑U w V5
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o o w
THREE 16 GA.7/16'X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE 55 55 N tr
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, v
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: ry o
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ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7116"HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUCTIq(j I I I tt,,
RECEIVER PLUG ICENTER OF THE S INSERTED LL THRESHOLD
TO RECEIVE LTH BOTTOM ASTRAGED WITH DOW 1199 AL BOLT.OUTSWING LICONE.A PLASTICOF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE �`�``tsES F. 0i� 00¢z
EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2"
UNITS WITH AN INACTIVE PANEL,TAKE A 1/2•HOLE AT THE CENTER OF THE SILL ANDA SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A ` P �� DATB 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE igson:signed r Hermes F.document
P.E.PEZ :O
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approving this document sr•i F. 112"=1'
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 100434-05'00' 7
CENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 21/2" IN PLACE WITH 16GA X 7/16"X 2"STAPLES. * _= DwG BYG.LUBBECKE
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT T TcHK By. S.FREY
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