HomeMy WebLinkAboutNOTICE OF PRODUCT CERTIFICATIONNOTICF, , )F PRODUCT CERTIF ATION
SCANNED
BY
�t. Lucie Can,* CERTIFICATION NO: NI011917.01-R7
DATE: 03/25/2014
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 1822-1
REVISION DATE: 02/01/2018
verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the
iduct is active and currently listed. This certification represents product conformity to the applicable specification and
t certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim
tification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN
JELD-WEN "Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard
Approved/Studio" Fiberglass Glazed
Klamath Falls, OR 97601
In -Swing or Out -Swing Side -Hinged Doors
Configuration: XX
Glazing: IG-1/8" Tempered Glass/Laminate-1/8" Annealed
Glass/0.090" Solutia PVB Interlayer/l/8"Annealed Glass
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame: W-1879mm(74.00") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION
PRODUCT RATING
ASTM E283-04/E330-02
Design Pressure: +50/-50 psf
TAS 202-94
Wind Zone 3 - Missile Level D
ASTM E1886-05/E1996-06
Qualities configurations: xx
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-Ol/ NCTL-210-3925-03/SJW2014-
032/NCTL-210-3930-01 /NCTL-210-3930-02/SJW2014-069/SJW2014-079/W-1669/W-
1705/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
Tel: (804) 684-5124
Fax: (804) 684-5122 FILE
TELI3 & EN
DESIGN PRO/SMOOTH PRO FULL LITE
IMPACT APPROVED
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE (HVHZ)
GENERAL NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT
INTERNATIONAL BUILDING CODE (IBC), INTERNATIONAL RESIDENTIAL CODE (IRC), AND FLORIDA BUILDING CODE
(FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING:
• ASTM E283-04
• ASTM E330-02
• ASTM E1886.05
• ASTM E1996-06
• AAMA 1304-02
• TAS 202-94-
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT
RESISTANCE FOR WIND ZONE 3 OR LESS.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 2300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS.
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS BETWEEN
GLASS, DECORATIVE, EXTERNAL WROUGHT IRON AND RADIUS (SHAPED) UTES..
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (WTP) OF 9.0 PSF. REMAINING
SILLS NOT 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 15 Z 1.0
TABLE OF CONTENTS
SHEET
REVISION
SHEET DESCRIPTION
1
B
TYPICAL ELEVATIONS, DESIGN PRESSURES, AND GENERAL NOTES
2
A
TYPICAL ANCHOR LAYOUTS AND NOTES
3
A
OPTIONAL ZX BUCK ANCHORING DETAILS
4
A
VERTICAL ASSEMBLIES
5
A
HORIZONTAL ASSEMBLIES
6
A
GLAZING DETAILS
7
A
WOOD SUBSTRATES
8 _
— A
— _- NCRETE`SUBSTRTkTQ---
9
A
COMPONENTS & BILL OF MATERIALS
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TYP. ELEVATION 2
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NOTE:
INACTIVE AND ACTIVE DOOR PANEL
ORIENTATION IS INTERCHANGEABLE.
MAX. OVERALL
DESIGN PRESSURE (PSF)
NOMINALSRE
MISSILE
CONFIGURATION
INSWING
OUTSWING
IMPACT
WIDTH
HEIGHT
RATING
POS.
NEG.
POS.NEG.
XX
V.0"
6'-B"
50•
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LMI&SMI
XX RADIUS
6'-0"
6'-8"
SO•
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50•
50
LMI & SMI
XX
6'-0"
8'-0"
50•
50
SO•
50
1 LMI & SMI
PREPARED BY:
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BUILDING DROPS, INC.
39a L04t1N CHBtvD.STL338
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Add TA6202-945tandard SM 09/22114
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,anon: I am approving this document
ite: 2014.09.261537:02-04'00'
DATE: 02.05.14
GL�TJM SS11/ISS
SCALE: NTS
DWG. N: A010854A
SHEET: 0 F 9
1
INSTALLATION NOTES:
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE
SHIM STACKTO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SHALL BE
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO
STUCCO, FOAM, BRICK VENEER, AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL
OR HAVE A CORROSION RESISTANT COATING, AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS.
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR
JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE
SHELL OF BLOCK.
6. FOR 2%STUD CONSTRUCTION, ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK
CONCRETE/MASONRY CONSTRUCTION.
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES:
A. WOOD- MINIMUM SPECIFIC GRAVITY OF 0.55.
B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI.
C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 20DO PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI.
D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI.
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS, INCLUDING ANCHOR
LOCATIONS, EDGE DISTANCES, EMBEDMENTS, AND SHIM SPACING.
9. OPTIONALLY, ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
ANCHOR TABLE
6'B" DOORS
8'0" DOORS
ANCHOR TYPE
ANCHOR
SIZE
SUBSTRATE
MIN.
EMBEDMENT
MIN. EDGE
DISTANCE
MAX.O.C.
SPACING AT
ANCHORS AT
MAX. O.C.
SPACING AT
ANCHORSAT
JAMBS
HEAD/SILL
JAMBS
HEAD/SILL
CLUSTERS
CLUSTERS
WOOD SCREW
X10
2XWOODBUCK
1-1/2"
3/4'
17-1/2"
4
17-1/4"
4
OR FRAMING
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
2-1/2"
17.1/2"
4
17-1/4"
4
' ELCO ULTRACON
1/4"
CONCRETE/CMU
1.3/B"-CONC.
4" - CMU
1"
17-1/2'
4
17-1/4"
4
ITW TAPCON
3/16"
CONCRETE/CMU
1-1/4"
1"
11.5/8"
8
14-3/8"
6
2-412X3"PFH B2
SCREW C2
1-STRIKE PLATE
HOPPE>i196SG40
NOTE:
INSERT PLUG
INTO BED OF SILICONE
ono.
DETAIL C2
TYP. ASTRAGAL
INSERT PLUG WITH
DETAIL B2 1- BOTTOH SHOOT
2- S9 X 21/2' PFH MULTI -POINT
L ONLY INSERT PLUG BOLT INSERT PLUG
PFH SCREWS STRIKE LOCATION
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(INSWING ONLY)
A INSWING SILL SECTION
SFE DETAIL BE ORamon
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FOR QTY.
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HOPPE 02098945 STRIKE PLATE HOPPE 01965040
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DETAIL F2 SCREWS
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ONLYSTRIKEPLATE 122 LOCATION
LOCATION
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BA ET ONLY STRIKE STRIKE PLATE PFH SCREWS SCREWS
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PREPARED BY:
BUILDING DROPS, INC.
398 MA
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PH: 19S41399-0479
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SEE TABLE
r- L-2X WOOD BUCK
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4 2X WOOD BUCK INSTALL.
3 SIDEVEW
2X BUCK ANCHOR TABLE
6'B" DOORS
8'0" DOORS
ANCHOR
MIN. EDGE
MIN. CENTER
ANCHOR TYPE
SUBSTRATE
EMBEDMENT
DIST. TO
SUBSTRATE
TO CENTER
DISTANCE
MAX. O.C.
MAX. O.C.
SPACING AT
SPACING AT
JAMBS
JAMBS
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2.1/2"
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1"
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25"
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PREPARED BY:
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DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL THRESHOLD SHALL BE FASTENED GL/TJM SS/MSS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2. SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.#: A010854A
3
1 OPERABLE HEAD
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PREPARED BY:
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8'-0"
4
HINGE DETAIL AT JAMB:
PLACE N9 X 2-1/2" PFH SCREW NEXT TO WEATHERSTRIP
INTERIOR
1-N9X2-1/2"PHILLIPS
FLATHEAD WOOD SCREW
3- H9 X 3/4" PHILLIPS
EXTERIOR
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USE 3/4" LENGTH FOR 6'-8" DOORS
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PREPARED BY:
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398 L DRNIA BEAEN BEVD" STE.338
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FOR OVAL, SUNBURST, AND ROUND TOPS
REMARKS
BY DA
621/2" MAX. D.L.O. HEIGHT
781/2" MAX. D.L.O. HEIGHT
78 7/8" MAX. D.L.O. HEIGHT
IN 6'8" UNITS AT DP+/- 50 PSF ONLY
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Radlus Lt
GI.06/2
NOTE:
FRACTIONAL GLAZING, INCLUDING INTERNAL GRID, BLINDS
BETWEEN GLASS, DECORATIVE, EXTERNAL WROUG14T IRON
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DATE: 02.05.14.
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SHEET: OF 9
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7 / OUTSWING SHOWN - INSWING SIMILAR
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SEE TABLE ON SHEET 2
MIN.
EDGE DIST.
SEE TABLE SHEET 2
4 OPERABLE SILL
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AFCO J-2297
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SEE TABLE ON SHEET 2
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3 OPERABLE SILL
INSWING
ENDURA ZAIL4565F
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MIN.
EDGE DIST.
SEE TABLE SHEET 2
7 OPERABLE SILL
7 HIGH BUMP OUTSWING
AFCO H-497
WOOD BUCK
PREPARED BY:
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BUILDING DROPS, INC.
399 L OANNABEACNN BLVO.5TE.3M
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DATE: 02.05.14
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DWG. #: Ani oRSdA
p OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECNON OF HEAD OR JAMB AS LONG AS MINIMUM
_.—EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
MIN.
EDGE DIST.
SEE TABLE SHEET 2
N I
w W
m I CONCRETE/
MASONRY
z � L BY OTHERS
N IX WOOD BUCK
��%I.� %�� (OPTIONAL)
oivsED
CONCRETE ANCHOR
SEE TABLE ON SHEET 2
HEAD (TYPICAL)
J OUTSWINGSHOWN- INSWINGSIMILAR
7� OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
1X WOOD BUCK
N
(OPTIONAL)
N
4
Z�w
CONCRETEANCHOR
SEE TABLE ON SHEET 2
' :rr
MAX.
MAX.
SHIM
CONCRETE/MASONRY BY OTHERS
MIN. EMBED.
SEE TABLE SHEET
2
JAMB
(TYPICAL)
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CONCRETE ANCHOR
SILICONE SEE TABLE ON SHEET 2
0
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ANCHOR
FCONCRETE
SEE TABLE ON SHEET
CONCRETE ANCHOR
?s SEE TABLE ON SHEET 2 SILICONE
Nt
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„k MASONRY ,n MASONRY
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MIN. MIN.
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL 7 OPERABLE SILL
OUTSWING 8 HIGH BUMP OUTSWING
AFCO1.2297 AFCO H-497
PREPARED BY:
l
BUILDING DROPS, INC.
398 E BANIABFA[H BEW., STE 338
BN M BEACK FL MMW
PH:(95413994478
FAX: 19S41744A738
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BY DA'
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398 E BNW /N144{7.`�L. 83e
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DATE: UZ•U5.14
GL TJM SSrNISS
SCALE: NTS
DWG. n: Ani nRsaA
BILL OF MATERIALS
ITEM#
DESCRIPTION
MATERIAL
1
FRAME HEAD/JAMBS
FINGER -JOINTED PINE
SOLID PINE
LAMINATED VENEER
LUMBER
COMPOSITE
2
ASTRAGAL, ENDURA ULTIMATE HURRICANE
(SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS)
6063-T6 ALUMINUM
3
(NOT USED)
-
4
ENDURA ZAIL4565F THRESHOLD
-
5
AFCO J-2297 THRESHOLD
-
6
(NOT USED)
-
7
AFCO H-497 THRESHOLD
-
8
WEATHERSTRIP
URETHANE FOAM &
POLYETHYLENE
9
NON -COMPRESSION SHIM (0.2S" MAX. THK.)
COMPOSITE
30
(NOT USED)
WOOD
11
(NOT USED)
WOOD
12
#10 WOOD INSTALLATION SCREW W/ 11/2- MIN. EMBEDMENT
STEEL
13
CONC./CMU ANCHOR (SEE ANCHOR TABLE SHEETS 2 & 3)
STEEL
14
BUTT HINGE (SEE SCHEDULE SHEET 5)
-
15
KW IKSET LOCK SERIES 400
STEEL
16
KWIKSET DEADBOLTSERIES 780
STEEL
17
HOPPE MUU-POINT HARDWARE HLS9000
(SEE SHEET FOR HARDWARE AND FASTENING DETAILS)
STEEL
18
ODL LITE KIT (LMI)
6063-T6 ALUMINUM
19
FLUSH GLAZING LEG
FIBERGLASS
20
ODL UPLITE KIT (RADIUS UTES)
PC ASS
OFRAME HEAD/JAMBS
VARIES, SEE BOM AT LEFT
T-I 4.563"
OENDURA ASTRAGAL
2 ALUMINUM
�- 0.06"
n
1.78"
PREPARED BY:
17 HOPPE MULT-POINT LOCK Al
BUILDING DROPS, INC.
398EOANIABEACHBLX 338
DANt4 BEACH, FlM330D4
PH: 199�1399 $478
tU' FAX: (9MIM.47M
tVEO:wwr.pulldingdlvpacom
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OENDURA ZAIL4565F THRESHOLD
4.56"
EDPE QRT.OF ANII P-TION NO.]3
OAFCO J-2297 THRESHOLD O AFCO H-497 THRESHOLD
"1 I
DATE: 02.05.14
,o L DWG. Y: CHK. Y:
G L/TJ M SS)IV
5.62" I SCALE: NTS
4.62" vI DWG. a: A010854A
SHEET: C