HomeMy WebLinkAboutProduct Approval 398 E. Dania Beach Blvd
BUILDING DROPS 1?—ECQ'�DAPR 1Suite 338
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A Perfect Solution in Every Drop Dania Beach, FL 33004
x 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Contours Steel Door, Wood Edge
for
Florida Product Approval
Report Vico. 3291.
Current Florida Building Code
Method: 1 —A (Certificate)
Category: Exterior Doors
Sub —Category: Swinging Exterior Door Assemblies
Product: Contours Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Prepared For:
.1ELD- EN, ine.
3737 ]Lakeport Blvd.
Klamath Falls, OR. 97601
�AS F. O
Prepared by: �����Q,•��•. o�
Hermes Norero, P.E. 7 =_
Florida Professional Engineer#73778
Date: 10/27/2014 T T
Contents: �� �` • '• ...... • �j� ��
Evaluation Report Pages 1—4
Digitally signed by Hermes F.Norero,P.E.
Reason:I am approving this document Hermes Norero, P.E.
Date:2014.11.11 09:50:46-05'00' Florida No.73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
Report No: 3291
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Contours Steel Door,Wood Edge
(Impact Rated-Doors Only)
74"x 81.75"
74"x 80.5"
64.5"x 95.25"
64.5"x 94.5"
Scope: This is a Product Evaluation,Report issued by Hermes Norero, P.E. (FL#73778)for Jeld-Wen Inc.
based on Method 1a of the State of Florida Product Approval, Florida Department of Business and
Professional Regulation-Florida Building Commission.
Hermes Norero, P.E. does not have nor will acquire financial interest in the company manufacturing
or distributing the product or in any other entity involved in the approval process of the product
named herein.
This product has been evaluated for use in locations adhering to the current Florida Building Code.
See Installation Instructions JW162009,signed and sealed by Hermes Norero, P.E. (FL#73778)for
specific use parameters.
Limits of Use:
1. This product has been evaluated and is in compliance with the current Florida Building Code,
excluding the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering on single and double door systems without a sidelite or transom, in all
Wind Zones.Single and double door systems with a sidelite or transom do not require an .
impact resistant covering, in Wind Zones 3 or less. Florida approved impact resistant shutters
are required for sidelites and transom.
4. Site conditions that deviate from the details of drawing JW162009 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW162009 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014Report No: 3291
Certificate of Authorization:29578
Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a quality assurance program audited
by an approved quality assurance entity through National Accreditation&
Management Institute,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E 283-04
• ASTM E 330-02
• ASTM E 331-00
• ASTM E 1886-05
• ASTM E 1996-05b
Referenced Data:
1. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report#:SJW2009-199, Report Date: 1/18/2010
SJW2009-200, Report Date: 1/18/2010
2. Quality Assurance
National Accreditation and Management Institute
(FBC Organization#:QUA1789)
Hermes Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date: 10/27/2014
Report No: 3291
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate,use#10 Wood Screw type installation anchors of
sufficient length to achieve a minimum embedment of 1.50" into the wood substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions (JW162009)for anchor spacing and more details of the installation
requirements.
Design Pressure:
Design Pressure*
Positive 55 PSF
Negative 55 PSF
*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.
Hermes Norero,P.E.
Florida No.73778
Page 4 of 4
NOTICE OF PRODUCT CERTIFICATION
/ C
Company: JELD-WEN Certification No.: N1010116.01-R2
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601
- s'x` Expiration Date: 12/31/2019
`" , If 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-OS/E1996-05b
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertifiication.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&
Outswing Opaque Size Pos/Ne s Rated Comments
X I/S Opaque 37'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 6'T
Anchor Details:J W 162009 1-16/AO11271
X O/S Opaque 37"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 6'7"
Anchor Details:JW1620091-16/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 Addendum(06/09/2014)/PER 2947/W-1685/W-1695
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW1620091-16/AO 11271
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:3'9'x 6'7'
Anchor Details:JW1620091-16 /AO 11271
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel:(804)684-5124/Fax:(804)684-5122
NAMI AUTHORIZED SIGNATURE:
JELDVEN. 74°MAX.OVERALL FRAME WIDTH
CO 6.0 X 6 STEEL DOOR,WOOD EDGE 721/4° PANEL WIDTH TABLE OF COMEON
6-0%6.8(%X)&Sd X8-0(O/OXO) 363/8°WITH SHT# DESCRIPTION p
ASTRAGAL 1 INSWING ELEVATIONS 8 GENERAL NOTES n
INSWING/OUTSWING 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 6 ai
3 INSWING ELEVATIONS 8 BILL OF MATERIAL
cc
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS m O
1.THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND / \ 5 INSWING VERTICAL CROSS SECTIONS
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE.PRODUCT HAS 6 INSWING HORIZONTAL CROSS SECTIONS U Q-'j N
BEEN TESTED TO ASTM E330-02,E331-00,E283-04,E1886-05,E1996-05b&AAMA 1304-02. / \ 7 INSWING HORIZONTAL CROSS SECTIONS ZO Q m
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING.DOOR SYSTEMS 2 26 8 OUTSWING ELEVATIONS EL LL N
HAVING SIDELITE/TRANSOM COMBINATIONS RATE AT WINDZONE(WD)3. c4 9 OUTSWING VERTICAL CROSS SECTIONS Z W m
OUTSWINR
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. = 25 10 G VERTICAL COSS SECTIONS W Y F=-•of
2.2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER O / \ 11 OUTSWING HORIZONTAL CROSS SECTIONS a v
LOADS TO THE STRUCTURE. z 12 OUTSWING HORIZONTAL CROSS SECTIONS C]
3.PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR O w 13 ANCHORING LOCATIONS W �Z
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O'er 8 14 ANCHORING LOCATIONS Y O_
4.FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 6 0. 15 ANCHORING LOCATIONS 6 DETAILS
5.SCALE BASED ON 11x17 SHEET SIZE. NOTE 2 \ / NOTE 2 16 UNIT COMPONENTS
6.ALL 1X 8 2X TO BE 0.55 SPECIFIC GRAVITY OR GREATER.
7.FLORIDA APPROVED IMPACT RESISTANT SHUTTERS ARE REQUIRED FOR SIDELITES
AND TRANSOMS. w
e.PROOUCi HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITYHAVING JURISDICTION \\ // w�,w
REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN p
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH o x m m
INACTIVEACTIVE OO m
LENGTH/OH HEIGHT 151.0. 3
Ow
ASTRAGAL o a o
DOOR LEAF CONSTRUCTION: NOTE 2 0 z z
DOUBLE UNIT(XX)
FACE SHEETS:THE FACE SHEETS ARE GLUED TO W
(INSWING IMPACT) w •• r,w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. F � zz
CORE DESIGN:THE CORE CONSISTS OF 1.1.25 POUND v 3 0
DENSITY EXPANDED POLYSTYRENE(EPS). cc z`� z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF GIo N
24-GAUGE(.021'MIN)GALVANIZED STEEL.THE AVERAGE MIN.YIELD STRENGTH OF 24 GA TABLE!
o pz 9°
SHEET METAL SKIN IS 40300 psl.THE FACE SHEETS ARE BENT 90*OVER THE 1.688"X 1.0' i p
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: ai g m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL,
INCLUDING CORE DESIGN,BUT EXCLUDING THE WOOD LOCK BLOCK.INSULATED GLAZING SINGLE DOOR WITH&WITHOUT DOUBLE DOOR O Ow'
CONSISTS OF TWO 0.125'TEMPERED GLASS PANES SEPARATED BY A 0.75'AIR SPACE. 'd z z
SIDELITE(S)AND/OR TRANSOM W/0 SIDLITE OR TRANSOM u iq O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. INSWING POSITIVE +55 +55 o w z
THE OUTSWING SILL IMPRISED OF COMPOSITE MATERIAL WITH ALUMINUM S CO
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 O O 0 O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD.ALL BOTTOM U w-
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USINGPOSITIVE +55 +55 woo
THREE 16 GA.7/16'X 2'LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING
INSWING SYSTEMS HAVE A 98X2 FH WOOD SCREW IN EACH SILUJAMB CORNER ANGLED NEGATIVE -55 -55 N
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, a
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: r
AND ONE#8X2 FH WOOD SCREW PER CORNER.INSWING UNITS WITH A GLOBAL STAPLES THROUGH THE JAMB.THE MULLION TO DOOR/SID:LITE IS 1-ALL VIEWS FROM INTERIOR. H o
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A7/16'HOLE DRILLED AT THE CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUClj(ffi 1ttt,y
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE.A PLASTIC OF THE TWO FRAMES.VX 112'CORRUGATED NAILS ARE USED ON THE i
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2' ` C1` S Fs �4 m C z
UNITS WITH AN INACTIVE PANEL,TAKE 112'HOLE AT THE CENTER OF THE SILL AND A SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A Igiulyslpnd by Heroes F.N.—PE. ` ' -=(,� �"TE 12/31/09
METAL STRIKE PLATE IS FASTENED USING TWO 98 X 2-1/2'SCREWS TO RECEIVE THE WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTHO
arelamaPPmvin9 thissbcs�ment sruE 12—V
BOTTOM ASTRAGAL BOLT.INSWING AND OUTSWING UNITS TAKE A 112'HOLE AT THE OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD te:2014.11.11109434-05'W J 11 •:"'
CENTER OF THE HEAD ANDA METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 12' IN PLACE WITH 16GA X 7/16°X 2'STAPLES. -* .*= P ByG.LUBBECK
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT ="°:i;4=5
THE EXTERIOR USING DOW 1199SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8' S.FREY
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THETRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS '�`° JW162009
LAMINATED VENEER LUMBER(LVL).THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7116'AIR GAP. l�o�x= sraxT 1 or 16
0 64 1/2'MAX
OVERALL WIDTH 64 12'MAX O.VA WIDTH 51'MAX
36 d 5812°MAX.D.L.O. PANEL
MAXWIDTH OVERALL WIDTH
I
I o
D �
NOTE 2 d 26 ,! \ >Q
26 \ \ O
m
,! \ r- 25 \ 25 \ F rri
26 \ d \ \ x o d \ Z w u'c?
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25 x xo 6 \,,� � x o 6 Ei
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d \ 005 NOTE2 NOTE2 / Lu cni Y=a
a
NOTE2 Kv
NOTE 2 T. MULL POST m w
/ y m 7'MAX. / D.L.O. C7
no.Ow
D.LO. MULL POST 3 p o
NOTE2 NOTE 2�� 12°MAX. NOTE 2 0
PANEL WIDTH
TRI UNIT(OXO) TYP. 12'MAX• NO E 2 0 3 w
PANEL WIDTH 35 3/4'MAX _ O
NOTE 2 (INSWING IMPACT DOOR WITH PANEL WIDTH
12'MAX. NONIMPACT SIDELITES)
NOTE2 PANEL WIDTH DUAL UNIT(OX)_
35 3/4'MAX TYP 31 12° O.V.A.MAX O.V. ,I
PANEL WIDTH FRAME WIDTH I (INSWING IMPACT DOOR WITH =I �
MULL POST NON-IMPACT SIDELITE) z o
o0
TRI UNIT(O/OXO)
(INSWING IMPACT DOOR WITH \ g>
mem
NON-IMPACT SIDELITES 8 TRANSOM) OZ r,w
3ZQ
\ w T<0
25\ \ x wOam
\
oowoaz
w r uo
oj
< cO wow
0
/ 9 �R m
NOTE2 / NOTE2
/ NOTES: o¢
1-ALL VIEWS FROM INTERIOR. o
2-MASONRY AND CONCRETE CONSTR`(C,VT[)M cN�
/ p•SES F. 0 O� m¢oz
�.••• ••..• _x'310 ons 120V09
��// sem., 12.=
A NOTE 2 7 1,q-="
_= owo.eG,LUBBECKE
35 3/4'MAX.
?!•. T! aac sr:
PANEL WIDTH :O >,p, oa�wwc S.FREY
xo:
SINGLE UNIT(X) �� �Soo ���=��
J
(INSWING IMPACT) Say�4s sHssrg�s 21 OF
ren16
Item DESCRIPTION Mate�w
3712'MAX O.V.A. 1 HINGE JAMB 1114'X4-9/16'FINGERJOINTED PINE PINE
FRAME WIDTH 2 HERDJAMB 144'X4.9116'FINGERJOINTED PINE PINE
nO 3112'MAX.D.L.O. 3 LATCHJAMB 1-1/4'X4-9116'FlNGERJOINTED PINE PINE
4 SI ELITE JAMB 1.114'X4.9116'FINGERJOINTED PINE PINE
5 H10 PHILLIPS FLATHEAD WOOD SCREWWITH II/2'MIN.EMBEDMENT STEEL o
6 4'X4'BUTT HINGE I2GA..GB9'MIN STEEL n
7 09 X 314'PHILLIPS FLATHEAD WOOD SCREW STEEL p
NOTE 8 N10XI12'PHILLIPS FLATHEAD WOOD SCREW STEEL J Q
9 3116'ITW BUILDEX TAPCON WITH 1114-MIN.EMBEDMENT STEEL DO 0
10 COMPRESSION WEATHERSTRIP FOAM F-
11 INSWING THRESHOLD ENDURA MODEL LZAILP56WMFI206063-TSICOMP. ALUMINUM Z oO ca'a
26 O' 12 N8 X 2 12'PHILLIPS FLATHEAD WOOD SCREW STEEL d LL N
13 EXTRUDED ASTRAGAL GLOBAL 6D63-T6 AL ALUMINUM W YQ=.0
14 NOT USED
c�7 25 15 SIDELIIESEAT Z60 SERIES ENOURA VINYL r
O\ \ w q 16 TOP RAIL LAMINAT:6.
D VENEER LUMBER VL LVL J g=
O m 17 BOTTOM RAIL 25GA.0.018 GALVAN2ED STEEL STEEL ' Y a
18 HINGE SIDE STILE LAMINATED VENEER LUMBER LVL LVL
7 19 LATCH SIDE STILE LAMINATED VENEER LUMBER(LvLI LVL
a / 20 LOCK BLOCK 1.11/16'X3-1/8'X 12 FINGERJOINTED PINE TREATED PINE
21 ODL LIP-LITE FRAME PLASTIC w-.w
NOTE 2 / NOTE 2 22 1'O.VA.INSULATED TEMPERED GLASS GLASS o K
23 M Ga.7/16'CROWN X 2'LONG STAPLES STEEL O O dwd z.
24 CORRUGATED NAIL 112"X 1-1116'25 GA. STEEL
/ 25 KWIKSET LOCK SERI ES 400 STEEL oma
26 KWIKSET DEADBOLT SERIES 660 STEEL OO�z r
27 q8 X 2'PHILLIPS FLATHEAD WOOD SCREW STEEL ,s w
28 2X WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD WX L7u
O NOTE 2 29 NON-COMPRESSION SHIM WOOD y L'SOW z O
353/4'MAX. 30 EXPANDED POLYSTYRENE 1.0 TO 1.25 pd DENSITY)MFG BY JELD-WEN FOAM w y ym
PANEL WIDTH 31 STEELDOOR PANEL SKIN MATERIAL(24 GA GALVANIZED) FIBERGLASS mLyLy��z
A-525 COMMERCIAL QUALITY 0.021'MIN.THICK. 9102 p
SINGLE UNIT(O/X) 32 INSWING VINYL DOOR BOTTOM SWEEP VINYL o O –¢
(INSWING IMPACT DOOR WITH 33 CORNER PADS 2,LOCATED AT THE BOTTOM OF EACH JAMB LEG FOAM a O n
NON-IMPACT TRANSOM) SETTING ON TOP OF THE SILL,BEHIND THE WEATHERSTRIP
34 OUTSWING THRESHOLD AFCO MODEL 117TH973 6063-TS/COMPOSITE ALUMINUM w g m
35 MULL POST EDGE GLUED FINGERJOINTED PINE PINE w
36 318'ROUNDED SCOTIA PLASTIC
37 SILICONE BEAD DOW 1199 SILICONE U 0
38 JAMB,1-1/4'X 4.1/2'FINGERJOINTED PINE LVL w O a N
39 OUTSWING THRESHOLD AFCO MODEL J-2297 6063-T5 ALUMINUM p c u p
40 ASTRAGAL BOLT 0.313 DIA. STEEL w u o>
41 OPTIONAL IX WOOD BUCK GRADE 2 SOUTHERN YELLOW PINE WOOD =.-
42 11/16 O.VA.INSULATED 118'ANNEALED GLASS GLASS N
43 1'STEELBRAD STEEL
44 ALUMINUM GLAZING SPACER AUSEALENi
45 GLAZING CLIP CELLULAR PV NOTES: o
1-ALL' FROM INTERIOR. r o
46 SASH CELLULAR PV 2-MASONRY AND CONCRETE CONSTRI��TMIs
47 STRIKE PLATE GLOBAL STEEL
48 DEAD BHT.ACK PLATE SINGLE DOOR SYSTEMS ONL STEEL _
49 BOTTOM ABTRAGAL INSERT PLUG GLOBAL PLASTIC ,Z.r' •'{ 0�� DA>E 12/31119
7". _— 12'=1'
--G.LUBBECKE
S.%PO,c,.cs:/,�PT Pe'2tup` ruwivo.n_FREY
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N50 ..•. .�: mz
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0 2 1;
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79'MAX PANEL HEIGHT m
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a m m mo MIN.EMB.
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0.- 79"
A o
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'On
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114'MAX
m m o m z m m m SHIM THK.
p o 0
r., 0 xt m =m
zp�mr' vD y� 11/2'
yo9zx $ L �D MIN.EMB.
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mD�O;� D� EXTERIOR $ ?
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9'.
A L13 112'MAX.FRAME HEIGHT
M 1 1/4'
A o m MIN.EMB.
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z� �I a ND SHIMTHK.��
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I*`if0 �`` 1 1 1/4'MIN.EMB. 13 1/2'MAX.FRAME HEIGHT
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PRODUCT:
6 CONTOURS STEEL DOOR,WOOD EDGE JELD-WEN,INC.
6-0x6-8()00&64x6-8(0!0X0)
9, C'i INSWING/OUTSWING 24GA.STEEL 3737 LAKEPORT BLVD.
$ oo mm „ c B 10.27.14 5TH EDCOOECHANGE SM PART ORASSe BLY: KLAMATHFALLS,OR,97601
A n e A 1DATEDESCRIPTION BY
1 2010 CODE CHANGE
NO DATE SLA INSWING VERTICAL CROSS SECTIONS PH.541-882-3451
m REVISIONS
Y1'MIN. NOTE 1 m 1• 1°MIN
F N w 1°MIN 28 41 3 w MIN. 1'MIN NOTE 1 m MIN. 1'MIN
— 9 28 41 Y 1'MIN. NOTE 1 b w I 1°MN:
MIN NOTE 1
m 29 rt- w 1'MIN 28 41 I 9 28 41
m
.. 28
366 N •2938
<• m O
SEE DETAIL =� 2 ~�
SHEET 15 37 qp O(9 w Fz- 38 36�= SEE DETAIL 2 Z O¢
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