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Product AOproyal Menu>Product or Aoolication Search>Aoolication LIS t>Application Detail
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FL# FL13540-R4
Application Type Revision
Code Version 2014
Application,Status Approved
y *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
3 by the POC and/or the Commission if necessary.
Comments
g•. Archived
t
Product Manufacturer JELD WEN
Address/Phone/Email 3737 Lakeport Blvd
121
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
E' Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
• Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
, . Compliance Method Certification Mark or Listing
r
Certification Agency National Accreditation&Management Institute
t Validated By National Accreditation&Management Institute
a'
P i
?' Referenced Standard and Yearof Standard)) Standard Year
ASTM E1886 2005
�4 ASTM E1996 2005
ASTM E330 2002
ASTM E331 2000
w
Equivalence of Product Standards
o �: Certified By Approved Testing Lab
• � ���„ >. , El_13540 R4 E�uiv ]ELD=WEN ASTM EY9y6 Equivalency Letter,pdf
y
Product Approval Method Method 1 Option A
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 1/20/2017
1;1;lorida Building Code Online Page 2 of 3
• �--- � far
Date Submitted 10/20/2016 L
Date Validated 10/23/2016
Date Pending FBC Approval
Date Approved 10/30/2016
Summary of Products °
FL# Model,Number or Name Description
I
} 13540.1 Contours Steel,Wood Edge 3'-2"x 6'-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116-R4.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure: +55/-55 Installation Instructions
° Other: FL13540 R4 II JW162009 SS 2014-11-1l.pdf
Verified By: Hermes F. Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-1 1.pA
f
Created by Independent Third Party: Yes
13540.2Contours Steel,Wood Edge 6'-2"x 6-10",Opaque Inswing and Outswing Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116-R4.odF
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2026
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R4 II IW162009 SS 2014-11-1l,ndf
Verified By: Hermes F. Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.odf
Created by Independent Third Party: Yes
„ 13540.3 Contours Steel,Wood Edge 5'-5"x 7'-11",Opaque Inswing and Outswing Door with
Transom and Sidelites
¢¢¢ Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116.02-R2.pdf
f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R4 II IW162009 SS 2014-11-1i.pdf
Verified By: Hermes F. Norero,PE 73778
1 Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11�pdf
Created by Independent Third Party: Yes
13540.4 Contours Steel,Wood Edge 5'-5"x 6-10",Opaque Inswing and Outswing Door with
Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R4 C CAC NI01011.6.02-R2.1)df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
j Impact Resistant:Yes 12/31/2019
$$ Design Pressure: +55/-55 Installation Instructions
x Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.pdf
Created by Independent Third Party: Yes
13540.5 Contours Steel,Wood Edge 4'-3"x 6-10",Opaque Inswing and Outswing Door with
Sidelite
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13540 R4 C CAC NI010116.02-R2.pdf
j - Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure: +55/-55 Installation Instructions
Other: FL13540 R4 II JW162009 SS 2014-11-11.pdf
Verified By: Hermes F. Norero,PE 73778
i b Created by Independent Third Party: Yes
( Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-1l.pdf
`L Created by Independent Third Party: Yes
http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquynOPErOHeef.. 1/20/2017
° Florida Building Code Online Page 3 of 3
�i`Yth
13540.6 Contours Steel Wood Ede 3-2"x 7 11 O a e Invn nd Ou sW D w
w 9 P 4 9 .y � �ti4r �
Transom �
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13540 R4 C CAC NI010116.02-112.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/31/2019
Design Pressure:+55/-55 Installation Instructions
Other: FL13540 R4 II IW162009 SS 2014-11-11.Ddf
g Verified By: Hermes F. Norero,PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13540 R4 AE PER3291 SS 2014-11-11.Ddf
Created by Independent Third Party: Yes
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an WEED employer.Coovriaht 2007-2013 State of Florida.;:Privacy Statement;;AccessibiliN Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send
electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.`Pursuant to
w '_ • Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under
Chapter 455,F.S.,please click here.
O Product Approval Accepts:
® ECtecY M
Credit Card
Safe
http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquynOPErOHeef... 1/20/2017
RECLI1 4
a1"ZA 4
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
_.
Certification No.: NI010116-R4 Page 1
Al Date: 02/11/2010
Revision Date: 10/12/2016
Certification Program: Structural
Company: JELD-WEN
Code: 1822-1
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.
Company: JELD-WEN
3737 Lakeport Boulevard
Klamath Falls, OR 97601
Product Line: Jeld-Wen's "Energy Saver/Contour" Impact Rated Wood Edge 24
Gauge Steel Side Hinged Doors
Test Report: SJW2009-199, SJW2009-199 Addendum (06/09/2014)/SJW2009-
200/SJW 2010-001/W-1685/W-1695/W-1788
Section 1: General Description of the Products and Systems under this
Certification
1.1 Frame: The frame jambs consisted of finger jointed pine wood head and
jamb members. The frame jambs were milled and joined to the frame head
using a rabbet joint and four(4) 1-.6 min x I 1 mm x 51 min(16 GA x 0.483"
x 2") staples per corner. The frame sill was square cut, sealed with a foam
gasket and joined at each end to the frame jambs using three (3) 1.6 mm x
11 mm x 51 ruin (16 GA x 0.483" x 2") staples through the jamb and one
(1)4.2 mm x 51 mm(#8 x 2) flat head screw through the sill per corner.
1.2 Door Leaf Construction: Each door leaf consisted of a 0.71 min(0.028")
thick galvanized steel skin on the interior and exterior surfaces with an
internal polystyrene core. The door leaf face sheets were glued to the core
and laminated veneer lumber(LVL) stiles and top rail.
1.3 Side-Lite Construction: Each side-lite consisted of a 0.53 mm (0.021')
thick galvanized steel skin on the interior and exterior surfaces with an
internal polystyrene core. The side-lite leaf face sheets were glued to the
core and laminated veneer lumber(LVL) stiles and top rail.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
i�
' Y
c
Certification No.: N1010116-R4 Page 2
1.4 Glazing (where used)
Sidelites- The overall insulating glass unit comprised of two (2) panes of
3.2 mm(0.125")nominal tempered glass.
Transom-The overall insulating glass unit was comprised of two(2)panes
of 2.2 mm (0.087") nominal annealed glass.
1.5 Mullions: The laminated veneer lumber(LVL) integral mullion was milled
at each end and fastened to the head and sill using three (3) 4.2 mm x 64
mrn (#8 x 2.5") flat head screws. The combination mullion consisted of
finger jointed wood frame head of the OXO SHD joined with finger jointed
wood frame sill of the fixed transom.The mullion joint was fastened on the
interior and exterior sides using one(1)27 mm x 13 mm x 0.64 mm (1.063"
x 0.5"x 25 GA)corrugated nail at approximately 51 inm(2"), 152 mm(6"),
343 thin(13.5"), and 610 mm (24") from each end.
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Global
2.3 Sills: Out-Swing-AFCO Model 117TH973
Out-Swing-AFCO Model J-2297
In-Swing-Endura ZAILP56WMFI20
In-Swing-AFCO A-276 (In-swing single door only)
2.4 Hardware: Kwikset Lock Series 400
Kwikset Deadbolt Series 6600
See additional Pages of Certification for Certified Product Line Matrix(s)and In Details. If you
have any questions regarding this certification,please contact NAMI at(804)684-5124.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
NOTICE OF PRODUCT CERTIFICATION
yCT3
7 Company: JELD-WEN Certification No.: NI010116.01-R3 Page 3
3737 Lakeport Boulevard Certification Date: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2026
� 7 1
`r Revision Date: 10/12/2016
€` 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&
Outswing Opaque 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 Addendum
Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW162009(1-16)/AO 11271
X O/S Opaque 3'2"x 6'9" +55;-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Single Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 162009(1-16)/AO 11271
XX I/S Opaque 6'2"x 6'10" +55,-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67"
Anchor Details:JW162009(1-16)/AO 11271
XX O/S Opaque 6'2"x 6'9" +55;-55 psf 0.0 psf Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Double Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67'
Anchor Details:JW 162009(1-16)/AO I 1271
n -
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
err-'
NAMI AUTHORIZED SIGNATURE:
r
NOTICE OF PRODUCT CERTIFICATION
Company: JELD-EVEN Certification No.: NI010116.02-R4 Page 4
3737 Lakeport Boulevard Certification Date:: 02/11/2010
Klamath Falls,OR 97601 Expiration Date: 12/31/2026
j Revision Date: 10/12/2016
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/HAMA 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&
Outswing Opaque Size Pos/Ne s Rated Comments
OX/XO I/S or Door-Opaque 4'3"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Single w/Sidelite O/S Sidelite-Glazed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67"
Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass
Anchor Details:1W162009(1-16)/AO 11271
OXO I/S or Door-Opaque 5'5"x 6'10" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Single w/Sidelites O/S Sidelite-Glazed Missile Level D Sidelite-No Max Panel Size:3'0"x 67'
Sidelite DLO:7"x 63"Glazing:[G-1/8"Tempered Glass
Anchor Details:JW162009 1-16 ,'A011271
O/X I/S or Door-Opaque 3'2"x Tl 1 +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW2009-199/SJW2009-199 Addendum
Single w/Transom O/S Sidelite-Gla2ed Wind Zone 4 Sidelite-No (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Missile Level D Max Panel Size:3'0"x 67"
Sidelite DLO:7"x 63"Glazing:IG-1/8"Tempered Glass
Anchor Details:J W 162009(t-16)/AO 11271
O/OXO I/S or Door-Opaque 5'5"x Tl 1" +55/-55 psf 0.0 psf Door-Yes SJW2009-200/SJW'2009-199/SJW2009-199 Addendum
Wind Zone 4 (06/09/2014)/PER 2947/W-1685/W-1695/W-1788
Single w/Sidelites O/S Sidelite-Glazed Sidelite-No
Missile Level D Max Panel Size:3'0"x 67"
&Transom Transom-Glazed Transom-No Sidelite DLO:7"x 63"Glazing:[G-1/8"Tempered Glass s
Anchor Details:JW162009(1-16)/A011271 n-a
National Accreditation &Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
JELDIVENED 74"MAX.OVERALL FRAME WIDTH
CONTOURS STEEL DOOR,WOOD EDGE 72 114"MAX.PANEL WIDTH TABLE OF CONTENTS
6.0 X 6.8(XX)&5-4 X 8-0(O/OXO) SHT# DESCRIPTION
36 3/8"WITH o
1 INSWING ELEVATIONS&GENERAL NOTES
INSWING/OUTSWING F
ASTRAGAL 2 INSWING ELEVATIONS
24 GA.STEEL IMPACT DOOR SYSTEM 3 INSWING ELEVATIONS&BILL OF MATERIAL
GENERAL NOTES 4 INSWING VERTICAL CROSS SECTIONS _1 O
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT IRC AND 5 INSWING VERTICAL CROSS SECTIONS m
FLORIDA BUILDING CODE(FBC)BASED ON THE SIGNED AND SEALED DATE. PRODUCT HAS / \ 6 INSWING HORIZONTAL CROSS SECTIONS (j jr
to
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 cr)
SINGLE AND DOUBLE DOOR SYSTEMS PASS WINDZONE(WD)4 RATING. DOOR SYSTEMS = 26 8 OUTSWING ELEVATIONS d Lt 1
HAVING SIDELITEITRANSOM COMBINATIONS RATEAT WINDZONE(WD)3. w O 9 OUTSWING VERTICAL CROSS SECTIONS W W = 00
00
NOTE:GLAZING IN SIDELITES AND TRANSOM ARE NOT IMPACT RATED. x 2y 10 OUTSWING VERTICAL CROSS SECTIONS Q 1--
2.
2. 2X AND 1X WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFERO 11 OUTSWING HORIZONTAL CROSS SECTIONS Q't
LU
LOADS TO THE STRUCTURE. J_ / \
x 12 OUTSWING HORIZONTAL CROSS SECTIONS _j ^ <tc-
3. PRODUCT ANCHORS SHALL BE AS LISTED AND SPACED AS SHOWN ON DETAILS.ANCHOR m O W 13 ANCHORING LOCATIONS �I j 2
> 6 A' 6 z 14 ANCHORING LOCATIONS c`1 Y D_
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O 6
4. FOR DESIGN PRESSURE RATING SEE TABLE I,SHEET 1. 16 UNIT COMPONENTS
a 15 ANCHORING LOCATIONS&DETAILS
/ 6 x
5. SCALE BASED ON 11x1 6 \7 SHEET SIZE. 2E 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. aD \ / w
8. PRODUCT HAS NOT BEEN RATED FOR WATER INFILTRATION.IF AUTHORITY HAVING JURISDICTION \ / w_,
RLU
EQUIRES THAT PRODUCT MEETS THIS REQUIREMENT,PRODUCTSHALL BE USED WHEN
INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH N as
LENGTH/OH HEIGHT IS 1.0. INACTIVE ACTIVE 00 Q
O
'cZ �w
ASTRAGAL A B 0.(D a o
DOOR LEAF CONSTRUCTION: NOTE 2 OO''r z w z
FACE SHEETS:THE FACE SHEETS ARE GLUED TO DOUBLE UNIT(XX) �06 w w
THE CORE AND SUBSTRATE WITH LMC ADHESIVE. (INSWING IMPACT) w x r (D w
F_xm z
CORE DESIGN:THE CORE CONSISTS OF 1-1.25 POUND �m Q w �ul
DENSITY EXPANDED POLYSTYRENE(EPS). U)o z y z
PANEL CONSTRUCTION:EACH DOOR PANEL IS CONSTRUCTED FROM TWO SHEETS OF OCC
24-GAUGE(.021"MIN)GALVANIZED STEEL. THE AVERAGE MIN.YIELD STRENGTH OF 24 GA o z z o
SHEET METAL SKIN IS 40,300 psi.THE FACE SHEETS ARE BENT 90°OVER THE 1.688"X 1.0" TABLE 1 0 O _ Cc
LVL(LAMINATED VENEER LUMBER)STILES AND TOP RAIL.THE 1.686"X 1.203"BOTTOM RAIL DESIGN PRESSURE RATING 0- o-
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. DESIGN PRESSURE RATING: ten g m
SIDELITE CONSTRUCTION:EACH SIDELITE IS CONSTRUCTED THE SAME AS A DOOR PANEL, 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. ¢z z
SIDELITE(S)AND/OR TRANSOM W/O SIDLITE OR TRANSOM x a O
FRAME CONSTRUCTION:THE FRAME JAMBS AND HEAD ARE CONSTRUCTED OF WOOD. O x P
THE OUTSWING SILL IS COMPRISED OF COMPOSITE MATERIAL WITH ALUMINUMPOSITIVE +55 +55 w OL
INSWING o w z
CLADDING.THE INSWING SILL IS COMPRISED OF A COMPOSITE MATERIAL WITH AN NEGATIVE -55 -55 O a O O
ALUMINUM CLADDING AND A PLASTIC ADJUSTABLE HEIGHT THRESHOLD. ALL BOTTOM -05
o 0 w
FRAME CORNERS ARE COPED,BUTTED,SEALED USING SILICONE AND FASTENED USING POSITIVE +55 +55 w o o.tu
THREE 16 GA.7116"X 2"LONG STAPLES AND ONE#8X2 FH WOOD SCREW PER CORNER. OUTSWING Y o Lx
INSWING SYSTEMS HAVE A#8X2 FH WOOD SCREW IN EACH SILLIJAMB CORNER ANGLED NEGATIVE 55 55
FROM SILL INTO THICK PORTION OF JAMB.TOP FRAME CORNERS ARE COPED,BUTTED, s'
SEALED USING SILICONE AND FASTENED USING FOUR 16 GA.7/16"X 2"LONG STAPLES JOINTS,SILICONE SEALANT AND FOUR 16GA X 7116"X 2"LONG CROWN NOTES: s
AND ONE#BX2 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. o
ASTRAGAL ATTACHED TO THE INACTIVE PANEL,HAVE A 7116"HOLE DRILLED AT THE CTIII,,/ 7s o n D' a
CENTER OF THE SILL THRESHOLD AND FILLED WITH DOW 1199 SILICONE. APLASTIC CREATED BY SANDWICHING SILICONE SEALANT BETWEEN THE JAMBS 2-MASONRY AND CONCRETE CONSTRUkW4I I �
RECEIVER PLUG IS INSERTED TO RECEIVE THE BOTTOM ASTRAGAL BOLT.OUTSWING OF THE TWO FRAMES.1"X 1/2"CORRUGATED NAILS ARE USED ON THE `N' �S F. O �im¢O
UNITS WITH AN INACTIVE PANEL,TAKE A 1!2"HOLE AT THE CENTER OF THE SILL ANDA EXTERIOR SIDE TO FASTEN THE JAMBS TOGETHER AND#8 X 2" _.
SCREWS ARE INSTALLED THROUGH JAMBS ON THE INTERIOR SIDE.A i itall signed Hermes F.Norero,P.E 7 A Dare 12j31/09 z;t
METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2-1/2"SCREWS TO RECEIVE THE 9 Y 9 Y Z
WOOD MULLION COVER IS THEN INSTALLED OVER THE ENTIRE LENGTH eason:l am approving this document r'O
BOTTOM ASTRAGAL BOLT. INSWING AND OUTSWING UNITS TAKE A 1/2"HOLE AT THE 9 ;� T SCALE
OF THE EXTERIOR JOINT,SEALED WITH SILICONE SEALANT AND HELD ate:2014.11.11 1004:34-05'00'
Cw
ENTER OF THE HEAD AND A METAL STRIKE PLATE IS FASTENED USING TWO#8 X 2 1/2° IN PLACE WITH 16GA X 7/16"X 2"STAPLES. _* / ' * = Do.evO UBBEC E
SCREWS TO RECEIVE THE TOP ASTRAGAL BOLT.ALL FRAME JOINERY ARE SEALED AT
THE EXTERIOR USING DOW 1199 SILICONE. TRANSOM GLAZING:THE GLAZING CONSISTS OF 2 PIECES OF 1/8" " 1� '• to CHK.6Y: J-FEG1�tj,
ANNEALED GLASS AND ARE HELD IN PLACE BY THE SASH AND THE �i� 10*,�e�aFPE���� onnwiycAo:: f< l ?
TRANSOM FRAME CONSTRUCTION:FRAME HEADS,SILLS AND JAMBS ARE MADE OF GLAZING CLIP.AN ALUMINUM SPACER BETWEEN THE GLASS -li Wl&gD. 1` JW162009
LAMINATED VENEER LUMBER(LVL). THE FRAME CORNERS ARE JOINED USING RABBET PROVIDES A 7/16"AIR GAP. 'wpj, y earn.F 1,g`qsk��
FSPE Ce,i:GIA,IIErIiI;aV'at Nu.29
5T8 SHEEP OF 16` -
641/2"MAX
OVERALL WIDTH 64 1/2"MAX O.V.A WIDTH 51"MAX
0 58 1/2"MAX.D.L.O. 35 3/4"MAX OVERALL WIDTH
r ` PANEL WIDTH�I
0
N_ CO
7 7 �
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