HomeMy WebLinkAboutProduct Approval J
CO
U
UJ
i mPAOTN ?
r maw= N � d
Sng -Hu cr
a
.wiwow . o%
itsna ih gtad�du?8 F� N
senaba ; Fai.
2 - 4
M`1iMG 1'1-x
+eats rd FL 14811
38 7/8"x 481/Z".
I
.e 7/VXsoI/ry
r+r
MN Mak
true f11 FtF
w wsw.
WHITE
tw.a
�7
J7�
M }
kk LL
LIJ C.0
N Z
cn U
° LU N
cc
W
n W Q. -j
� N
m�
D+went t St� � I�,
2127 Siey + a
Rsaslan! ,.
Dual Glat �t�; ,
SWAM
PERF
U-Factor saiti,
0. .9 ,
(u,SJI•P) (Wrkd sl)
' ADDITIONAL PERFORPII iCE
Visibis Trtmtmi!larues
x.
0.44
#'; Mmui�eNnrfOpubOq ehtt VtM rlUnps anform 90 tpp�b aT�,pte
� producpeAorrtgna NFRCntnp/andrbr�nedr�cflK4GeKo'embrtMA1'
#��"�`, "spee�ielNidudtizw NFRCgo�ngtncamrnndt�ctnddsatr� . .
pwuc..for$rtV$Mae 00,Eomkrmnvfaant't mrodtsrDrod++4tptlf pf
:; YYYYYNi�rt.WQ
sr AMM Lic.u+ce."" 44 02
� SiLv.r bine t�Fifudowc
,.
4tr,.
INWDM
2127 69r+G1 r Huns— IMPACT
YY 1 �x
H.IIf11.fk CQl'Lrlpd humkglugr ftuWM 0*0
W*W.wdme com kta.uy
STANOiit]r IF►T
i
"Pkt-Ji!'t.u'iq'" OR�•u Moo s.x.a!.1..t16=0 tp
M r...Yr.
l
A� 1
PL f49t1-
J
LL
w to 02�
cc=
z =
w " a)
W U
W� a _5 Cl)
e tLite
c 1, "tempered Glass
4• ; . :Ib w/o Brickmoutd
494° #111 a T41Msh Rating/other
s t FL# 12:169.3
WIDTH HEIGHT
ki36, 80
ar.
Row t ening 38 1/2 x 82 1/2
"e*terior T none
4
R W R W Building Consultants, Inc. RECEIVE
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813 DEC 2 9 2016
PERMITTING
Product Sub Category Manufacturer Product Name
Category
Silverline Building Products Corporation Series 70-Model 2127IMPACTFL
Window Single Hung 1 Stiverline Or. Extruded Vinyl Single Hung Window
North Brunswick,NJ 08902 with Flange
Phone 732.435.1000 "Impact'
Scope: This is a Product Evaluation report issued by R W Building Consultants,Inc.and Lyndon F.Schmidt,P.E.(System ID#
1998)for SilverLine Building Products Corporation based on Rule Chapter No.61G20-3,Method 1d of the State of Florida
Product Approval,Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt,P.E.do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing
or stucco.
3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant
covering.
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with Section 1609.1.2 of the
2010 FBC and does not require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined
in ASTM E1996.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-14911.23 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets the water infiltration requirements for"HVHZ".
8. See drawing FL-14911.23 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
NCTL 110-16326-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
NCTL 110-16327-1 TAS 201,202 and 203-94 NCTL Robert H.Zeiders,P.E.
Materials PVC Extrusions
ETC 97-264-40910 ASTM D635-96,D1929-96,D2843-93 ETC,Laboratories J. L.Doldan,P.E.
D638-96 and G26-95
2. Dade-County NOA Materials Testing
14-0423-16 Saflex•PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-14911.23 RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by t Signed&Sealed by
Anchoring RW Building Consultants,Inc.(CA#9813) Lyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by Window&Door Manufacturers
Association,certifying that Silverl-ine Building Products Corporation is
manufacturing products within a quality assurance program that complies
with ISO/IEC 17020 and Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
3/27/2015
Sheet 1 of 1
Silveffln6
byMdersen
WINDOWS • DOORS --�> ,- ~;°'�
• J O
53.25"MAX.OVERALL FLANGE WIDTH
x
52.0"MAX.OVERALL FRAME WIDTH E Z A W
s
SERIES 70 - MODEL 2127IMPACTFL N maa
EXTRUDED VINYL SINGLE HUNG WINDOW /� a
w/ FLANGE
"IMPAcr,
GENERAL NOTES
" 1. This product has been evaluated and is in compliance with the 5th Edifion(2014)Florida Building Code
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). qq�
2. Product anchors shall be as fated and spaced as shown on details.Anchor embedment to base O
Smaterial shall be beyond wall dressing or stucco.
� a
n i
'" 3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does
not require an impact resistant covering. X
4. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies /
With Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets
missile level"D"and includes Wind Zone 4 as defined in ASTM El 996 and FBC Section 1609.1.2.2. N
S 5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck W o
masonry construction.
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a m
licensed engineer or registered architect. ^
U U
M 0: 2
7. This product meets water infiltration requirements for"HVHT'. !2
Y O
TABLE of CONTENTS o
OVERALL OVERALL MAX. DESIGN PRESSURE(PSi)
SHEET# DESCRIPTION GLASS o
FLANGE FRAME D.L.O. a^ZI 10
1 Typi eleva ion,dell n pressures&general notes DIMENSION DIMENSION DIMENSION TYPE POSMVE NEGATIVEmm 9112113 =
2 Horizontal&vertical cross sections o
3 Horizontal&vertical cross sections 53.25'x 74.25" 52.0•'x 73.0" 47.625"x 33.50" G1 +55.0 -60.0 ' N.T.S.
4 Buck and frame anchorin °'"° W. JK m
5 Bill of materials, lazing details&components ig i LFs 3
NW
FL-14911.23 0
law O
27 001
4 NOTE: D a =
1.LOCATE OPERATING SASH LOCKS 9.5' ° °° _ k p
FROM EACH END OF THE ACTIVE
da
j/ MEETING RAIL,FASTEN WITH(2)#8 x 3/4" z
SELF TAPPINGSCREWS. - ��i •.......... ��� >°0
2 LOCATE SASH KEEPER 9.5'FROM EACH 4 a ori
END OF THE MEETING RAIL,FASTEN -�( � �fttl4#Tji11�k
1 (� WITH(2)#6 x 3/4"SCREWS. U jii}y
v _ Z xz0
2 E �o
/ c
569poa
1 /Jj 0
3 1 a
U.
/ EXTERIOR G1 INTERIOR
XSEE SEE
17 11 NOTE 2 10 NOTE 1
14f
d 2 4 12
3 2 3 3 Q 3
4 '
F ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL F 18
� 1b
N
INTERIOR
C C a
e a ` 17 ° a 1934 33 34
w°z
° a ° G1 7 1S ° 20
,� 1s w I�(II'' ''''T('1'II� 6 '
�L�Y bf
a
ED
C
B F W
CV
D nrn u
z
a ° ° ° ° w� m
0
9/12/13
z
1 EXTERIOR 9 1 D ° ° c ° I E t o to N.T.S.
° a ° -� ova Qn JK m
F BELOW THE MEETING RAIL BELOW THE MEETING RAIL F EMB•nP• acc en LFS 3
t-I/a'MIN. 2 VERTICAL CROSS SECTION move 140.1
EMB.TYP. 1 H OIC CROSS SECiiON 2 Shown W/2X buck FL-1491 1.23 N
2 '..2_a'-5 ca
d
D ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL D a a .Z
E E " "°
INTERIOR �"ri�'�''•.... `��`�� ?°n a
17 D
G1 7 15
EXTERIOR G1 INTERIOR Xa
a p 11 SEE
EXTERIOR NOTE 2 10 SEE
1-1/4"MIN. 1 22 22 1 1-114,MIN. 17 14
No
} ��
� .EMB.TYP, p BELOW THE MEETNG RAq. BELOW THE MEETING RAIL EMBTYP.p
1 HORIZONTAL CROSS SECTION
$ Shown w/1 X buck 5
w NOTE: 12
1.LOCATE OPERATING SASH LOCKS 9.5' 1
FROM EACH END OF THE ACTIVE 3 n
MEETING RAIL,FASTEN WITH(2)#8x3/4" iJ xi
SELF TAPPING SCREWS, 4 18
2,LOCATE SASH KEEPER 9S'FROM EACH
END OF THE MEETING RAIL,FASTEN
WITH(2)#6 x 3/4"SCREWS. 16 a
0 N
in
0 0 19 19 8 o
S z
19 20 h
20 6 20 6 ___ID 6 R
t5 M
2 15 C C 2 1s Ca i
A
D D.r M tT m
b =
D N u
WL 9 12 13 z
e a + tape N.T.S. °
gVAM
3 VERTICAL CROSS SEC17ON r r 4 RTC CROSS SECTION OK n JK
8 aal,sri LFS
3 Opt onal masonry sol — 3 Optional masonry sill 2 VERTICAL CROSS SEC17ON ON"INCA �
Shown w/1X buck FL-14911.23
a
ow_j_OF o
'�' •: '';
to
7
s"MAX. ca
e ♦♦ aa-10,L
TYP.
m\t
�
Gr i
gEEg g pCC�D 2X BUCK p B c !�a
2X BUCK iX BUCK D �°
fe 2X BUCK TYP ,
W
FRAMEMASONRY
MASONRY }
ry
OPENING OPENING
lir
TV
J
d
N
BUCK ANCHORING FRAME ANCHORING w o
MASONRY z
9 CONCRETE ANCHOR NOTES: o
I.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints. N
2.Concrete anchor locations noted as"MAX.O.C.(TYP.)"must be adjusted to a u
o maintain the min.edge distance to mortar joints,additional concrete anchors z
a may be required to ensure the"MAX.O.C.(TYP.)"dimensions are not exceeded. i
3. Concrete anchor table: v <
O N•-� J
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE a
TO MASONRY TO ADJACENT o
TYPE SIZE EMBEDMENT EDGE ANCHOR
ITWWED
TAP ON® 1/4" 1-1/4' 2" 4" 9112113 9
N.T.S.
ELCO 9 ULTRACON 1/4" 1.1/4" 1" 4" °w0 °Yc JK 3
LFS
WOOD SCREW INSTALLATION NOTES: WQW Z
rc
1.Maintain a minimum 5/8"edge distance,I"end distance,d I"o.c.spacing of FL-14911.23 13m
n wood screws to prevent the splitting of wood. MFar ��
A. a
r.
s
BILL OF MATERIALS ��
REM i DESCRIPTION MATERIAL �`Q;••• •••.•ia��
A 1 X BUCK SG>=0.55 WOOD 3/4"OVERALL
B 2X BUCK SG 0.55 WOOD '
C 1/4"MAX.SHIM SPACE>= THK.GLASS 'd)
QQ I/8"ANNEALED %9..•
D 1/4"X 2-3/4„ELCO OR ITW CONCRETE SCREW STEEL
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI AIR SPACE ����� ............
E CONCRETE 3/37'ANNEALED �i �` m
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 ��iTTI ��� m
F #I OXZ'PPH SMS STEEL 0.09(YSAFLE)(SPVB INTERLAYER i N O
1 EXTRUDED PVC MAIN FRAME#52-2611' PVC 3/37'ANNEALED 1 E 28
Z
2 EXTRUDED PVC SILL#52-2673' PVC N 4Ic
5 p OIL
3 EXTRUDED PVC GLAZING BEAD(INTERLOCK)#52-1257' PVC 1/7'GLASS \\ s a m a a
4 EXTRUDED PVC MEETING RAIL#52-2907' PVC BITE INTERCEPT SPACER v c z
5 EXTRUDED PVC TOP LIFT RAIL#52-2949' PVCi3
6 EXTRUDED PVC BOTTOM RAIL#52-2905' PVC DOW 995 SEALANT 888 a
7 EXTRUDED PVC STILE#52-2905' PVC
9 EXTRUDED PVC GLAZING BEAD(VERT.&HORT.)#52-1227• PVC GI GLATJNG DEi IL
10 OPERABLE SASH LOCK#12-2241 PVC
11 SASH KEEPER#12-2240 STEEL
12 FIXED MEETING RAIL REINFORCEMENT#50 2608(6105 T5) ALUM 0 „
14 LOCK RAIL REINFORCEMENT#50-2609(610545) ALUM
15 BOTTOM LIFT RAIL&SASH REINFORCEMENT#50-2967(6063-T6) ALUM 0'78
16 WINDOW SCREEN I
17 WEATHERSTRIP PILE W/FIN.187 x.270,LOCK RAIL&SASH(ULTRAFAB) 1
18 WEATHERSTRIP PILE W/FIN.187 x.230,FIXED MEETING RAIL(ULTRAFAB)
19 WEATHERSTRIP PILE W/FIN.187 x.150,SILL(ULTRAFAB) i m
20 WEATHERSTRIP VINYL BULB.]87'x.375'0(AMESBURY) S LAZIN e y GLAZING BEAD a
33 TILT LATCH#2818.00 STEEL Sash Intedock
34 #8 X 1"PPH SMS STEEL
'THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED 0.91" 0.879" 0.87'
BY EXTRUDERS LICENSEES IN"AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". CD�I L 0.335"
0.065" 0.125" 5. d N
T a� c W d
F-- -1.16" T o 0.455 z
in
l D P B 14 K A FETING RAIL �1 BOTTOM LIFE RAIL 6$ASH I2 LOCK RAIL TOP Q
6 Reinfacemenf Reinforcement Reinforcement
o"
d
�z s
I..—2.69" 2.69"--j
o N U
:z cli 0.055' to
0.065' II—►II--0.065' + 9112113
�' N.T.S.
00 f� O to � owa er JK m
II <y OO �L 0 0.91" 7EXTRUDED PV �+ LFS
PC AIN f A E mwsa ^
1 p FV 4 E fTRUDEDPV MEETING IL S EXTRUDED PVC TOP UFT RAIL FL-14911.23 n
OW_.of� O
RECEIVED
NAMI NOTICE OF PRODUCT LINE DEC 2 9 2016
CERTIFICATION PERWTTING
St.Lucie County, FL
Certification No.: NI009887-R4 Page 1
Date: 05/17/2009
Revision Date: 05/19/2015
Certification Program: Structural
Company: Jeld-Wen
Code: J-104-3
The"Notice of Product Line Certification"is valid only when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product. This certification seal
represents product conformity to the applicable specification and that all certification criteria have been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products at
www.NAMICertification.com. Please review, and advise NAM] immediately if data, as shown requires
corrections.
Company: Jeld-Wen Doors
3737 Lakesport Boulevard
Klamath Falls,OR 97601
Product Line: Jeld-Wen's Contours/Energy Saver Glazed Wood Edpe Steel Entry
Doors w/Glazed Sidelites
Test Report: NCTL-110-11987-1,NCTL-110-11988-1 & SJW2009-200
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: The frame jambs consist of wood with all corners coped and
butted. The head/jamb corners were fastened with three (4) 16 ga 7/16"
crown x 2" long staples per corner. The threshold was attached to the side
jambs with three (3) 16 ga 7/16" x 2" long wire staples and (2) #8 2-1/2"
long screws at each end.
1.2 Door Panel/Sidelite Construction: Each door panel was constructed from
two (2) face sheets of 24 gauge(0.021"minimum) galvanized steel and an
internal expanded polystyrene foam core.
1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two
(2) 1/8" sheets of clear tempered glass.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23472
TEL(804)584-5124 FAX(804)684-5122
Certification No.: NI009887-114 Page 2
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Endura Ultimate Hurricane
2.3 Sills Endura ZOBL4566/Endura FOB4566A
Section 3: Additional Supportive Test or Acceptance Data provided with
Certification Documentation included:
3.1 Surface Burning Characteristics of Building Materials,ASTM E84-08,
Dylite Expandable Polystyrene,Intertek Report Number
3113726SAT-001 Rev.1.
3.2 Standard Test Methods for Tension Testing of Metallic Materials,
ASTM E8-08,Steel Door Skins,ETC Laboratories,Report No.
ETC-08-056-21686.0.
3.3 Product Evaluation Report #2948 prepared by Alexis Spyrou, P.E.,
Texas Professional Engineer# 102957,Dated 07/14/2014.
See additional Pages of Certification for Certified Product Line Matrix(s)and Installation 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
lllili� ,�„�II
Company: JELD-WEN Doors Certification No.: NI009887-114 Page 4
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls,OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/or w/o Glazed Side-
Lites(w/Wood Frame unless noted)
Specification: ASTM E283-04/E330-02/E331-00
The"Notice of Product Certification'is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Fro ram is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
XX I/S or O/S Glazed 6'2”x 6'10" +55/-55 No NCTL-1 10-1 1987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double Max Panel Size:3'0"x 6'T'lDaylight Opening:1'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A008731/A011294
XX I/S or O/S Glazed 6'2"x 6'10" +66/-66 No NCTL-I 10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double Max Panel Size:3'0"x 6'T7 13aylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AOI 1294
XXO/OXX I/S or O/S Glazed 9'4"x 6'10" +551-55 No NCTL-110-11987-1/110.11988-I/SJW2009-200/PER2948/W-1694
Double w/Sidelite Max Panel Size:3'0"x 67713aylight Opening: 1'9"x 5'3'"
w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
XXO/OXX I/S or O/S Glazed 9'4"x 6'10" +66/-66 NO NCTL-I 10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double W/Sidelite Max Panel Size:3'0"x 6'T'/Daylight Opening: 1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AO11294
OXXO I/S Or O/S Glazed 12'5"x 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double wJSidelites Max Panel Size:3'0"x 6'T'/Daylight Opening: I'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
OXXO IIS or O/S Glazed 12'5"x 6'10" +66/-66 No NCTL-I 10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double WiSldelites Max Panel Size:3'0"x 6'7'/Daylight Opening: 1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AOI 1294
National Accreditation& Management Institute,IncJ4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
Alk
.l
Company: JELD-WEN Doors Certification No.: N1009887-114 Page 3
3737 Lakesport Boulevard Certification Date: 05/17/2009
Klamath Falls,OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
Product: Jeld-Wen's Contour/Energy Saver Glazed Wood Edge Steel Door w/or w/o Glazed Side-
Lites(w/Wood Frame unless noted)
Specification: ASTM E283-041E330-02/E331-00
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at w Namicertiflcatio .cam. NAMI's Certification Pro am is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
X US or O/S Glazed 3'2"x 6'10" +55/-55 No NCTL-110.11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Single Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A008731/AO 11294
X I/S or O/S Glazed 3'2"x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Single Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A00873I/AO 11294
OX/XO US or O/S Glazed 6'3"x 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER29481W-1694
Single w/Sidelite Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
g w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
OX/XO US or O/S Glazed 6'3"x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Single w/Sidelite Max Panel Size:3'0"x 6'7"/Daylight Opening: 1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AOl 1294
OXO US or O/S Glazed 9'4"x 6'l 0" +55/-55 No NCTL-I 10-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Single w/Sidelite Max Panel Size:3'0"x 6'7"/Daylight Opening:1"9"x 5'3"
g w/o Surface Bolts
Installation Details: A008730/A008731/AOI 1294
OXO US or O/S Glazed 9'4"x 6'10" +66/-66 No NCTL-110.11987-1/110-11988-1/SJW2009-200/PER2948lW-1694
Single wlSidelite Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AOI 1294
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report FIECEIVED
Of DEC 2 9 20%
PERMITTING
JELD-WEN, inc. St. Lucie county, FL
Contours Premium Steel Wood Edge
Full Lite Outswing Door
for
Florida Product Approval
Report No. 3792
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Door Assembly
Sub—Category: Swinging Exterior Door Assemblies
Product: Contours Premium Steel Wood Edge
Full Lite Non-Impact Outswing Door
Material: Wood/24 Ga. Steel
Product Dimensions: 12'-0"x 6=8"(Maximum)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 r
o'% to
S F. 0 '/Prepared by:Hermes F. Norero, P.E.Florida Professional Engineer#73778Date: 06/12/15Contents: .
Evaluation Report Pages 1 —5
Digitally signed by Hermes F.Norero,P.E. //SS/0NA1-
Reason:I am approving this document /�� `
Date:2015.06.1213:13:48-"W Herrn&V 9o'rero, P.E.
Florida No.73778
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Door Assembly
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method(1)(a)
Product Name: Contours Premium Steel Wood Edge Full Lite Non-impact Outswing Door
(Non-Impact)
12'-0"x 6'-8"
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E.(FL#73778)for JELD-WEN Inc.
based on Method is of the State of Florida Product Approval, Department of Business and
Professional Regulation-Florida Building Commission.
Hermes F.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 A008731,signed and sealed by Hermes F. 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,
including 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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A008731 require further engineering
analysis by a licensed engineer or registered architect.
S. See Installation Instructions A008731 for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 5
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of manufacturing under a quality
assurance program audited by an approved quality assurance entity&certification
agency through National Accreditation&Management Institute,Inc.(FBC
Organization# CER1773)
Performance Standards: The product described herein has been tested per:
• TAS 202-94
• ASTM E 330-02
• ASTM E 283-04
• ASTM E 331-00
Referenced Data:
Reports to qualify use of 25 Ga.Steel bottom rail:
1. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization# TST1589)
Report#: NCTL-110-11987-1, Report Date:04/06/2009
2. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization#TST1589)
Report M NCTL-110-11988-1, Report Date:04/06/2009
Reports to qualify use of 1.688"x I"wood bottom rail:
3. Product Testing performed by Certified Testing Laboratories,Inc.
(FBC Organization#TST1577)
Report#:CTLA718W, Report Date: 11/18/2001
The use of either the 25 Ga.Steel or wood bottom rail is permitted for use with steel door at the design pressures
listed herein.
4. Certification Agency
National Accreditation&Management Institute,Inc.
(FBC Organization#CER1773)
5. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08,
Report#:3113726SAT-001 R1 Report Date:03/13/2009
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 5
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
6. Component Material Testing of ODL HP Polypropylene(Spartech PP5330-C13
&BASF HP-Pro)by Testing Evaluation Laboratories,Inc.
ASTM D 1929-96,ASTM D 2843-99,ASTM 635-03,ASTM G26-95
&ASTM D 638-03
Report#: TEL 013110297-A,B,C,&D Report Date: 12/01/2010
Report#: TEL 013110299-A,B,C,&D Report Date: 12/01/2010
Equivalence of Test Standards:
Various test standards have been evaluated for differences in test methodology,if any,between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Jeld-Wen,Inc.has tested their products to the following test standard edition(s):
1) ASTM D635-03
2) ASTM D1929-96
3) ASTM E84-08
4) ASTM G26-95
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1) ASTM D635-06
2) ASTM D1929-96(00)e01
3) ASTM E84-09
4) ASTM G155-05a
After review of the above mentioned referenced standards and editions,it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F.Norero, P.E.
Florida No.73778
Page 4 of 5
BUILDING ������0��.
��0��NN��� ������ Date: 06/12/15
Report No: 3�93
���y�e�SoUu�ominEvery Drop
Certificate ofAuthorization:29s7o
Installation: 1. Approved anchor types and substrates are asfollows:
Through Frame Installation:
A. For 2x wood frame substrate, use#10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of 1.50"into the wood frame substrate.
B. For concrete or masonry substrate where one by(1X),non-structural,wood bucking is
employed,use 3/1$=diameter KTW`Tapxontype concrete screw anchors ofsufficient
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"
diammeterITW Tapcwntype concrete screw anchors ofsufficient length toachieve
minimum embedment mf1'25"into concrete ormasonry.
Refer to Installation Instructions(AO08731)for anchor spacing and more details of the installation
requirements.
Design Pressure: Using Surface Bolts:
Design Pressure
Negative 66 PSF
Without using Surface Bolts:
Design Pressure
Positive 55 PSF
Negative PSF
Installation Methods:
Refer tmInstallation Instructions 1>for installation methods,anchor locations,and more
details mfthe installation requirements.
Hermes F. Norero, P.E.
Florida No.7]77@