HomeMy WebLinkAboutProduct Approval I .
398 E. 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
Of
JELD-WEN, inc.
Premium Atlantic Vinyl Bypass Sliding Patio Door (3800)
for
Florida Product Approval
I
Report No. 3044
Current Florida Building Code
Method: .1 —A (Certificate)
Category: Exterior Doors
Sub— Category: Sliding Exterior Door Assemblies
Product: Premium Ada Intie Vinyl Bypass Sliding Patio
Door(3800)
Material: PVC
Product Dimensions: 191"x 96"(OXXX)
Prepared For:
J E L D—W E N, BEIM.
3737 Lakeport Bled. ;
Klamath Falls, OR 97601
SN S
Prepared by: Q- .,.• •F,p
Hermes Norero, P.E. � Z�;:'��•• : O
Florida Professional Engineer#73778 * 1 -
Date: 08/06/2014 _
Contents: T T j
Evaluation Report Pages 1 —4OP;•'��40
F•.•
G
Digitally signed by Hermes F.Norero,P.E.
ZONA
Reason:
Reason:I am approving this document /1!l E B
Date:2015.05.2107:33:49-04'00'
Hermes Norero, P.E.
Florida No. 73778
III j
it r. y
y
BUILDING DROPS Date: 08/06/2014
Report No: 3044
A Perfect Solution in Every Drop
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Sliding Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Premium Atlantic Vinyl Bypass Sliding Patio Door(3800)
191"x 96" (LXXX)
Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)lforJELD-WEN,inc.
based on Method 1a of the State of Florida Product Approval, 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 NCTL 210-3576-3,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 requirelan impact resistant
covering. '
4. Site conditions that deviate from the details of drawing NCTL 210-3576-3 require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions NCTL 210-3576-3 for size and design pressure limitations.
Hermes Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
Date: 08/06/2014
Report No: 3044
APerfect Solution in Every Drop
Certificate of Authorizatiow-29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the
Florida Building Code for manufacturing under a Certification Agency through
American Architectural Manufacturers Association (FBC Organization#: CER1498).
Performance Standards: The product described herein has been tested per:
• AAMA/WDMA/CSA 101/I.S.2/A440-08
Referenced Data: 1. Product Testing performed by National)Certified Testing Laboratories,Inc.
(FBC Organization#TST1589) !
Report#: NCTL 210-3576-3, Report Date:06/23/09
Revision Date- 12/17/13
2. Certification Agency
American Architectural Manufacturers Association
(FBC Organization#:CER1498) 1
Hermes Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS Date: 08ro6/2014
A Perfect Solution in Every Drop i; f; I Report No: 3044
Certificate-of Authorization:29578-
I'
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.42), use;two(2)#10 Pan Head Wood
Screw type wood frame anchors per location of sufficient length to achieve minimum
embedment of 1.50" into wood framing. I' i
i
B. For concrete (Min.f'c=3000 psi)or masonry substrate (CMU shall adhere to ASTM C90)
substrate where.one by(1X), non-structural,wood bucking Js employed, use two(2)
3/16"diameter ITW Tapcon type concrete screw anchors per location of sufficient
length to achieve minimum embedment of 1.25" into concrete or masonry.
C. For concrete (Min.f'c=3000 psi)or masonry substrate (CMU shall adhere to ASTM C90)
substrate where wood bucking is NOT employed, usIe two(2) 3/16"diameter ITW
Tapcon type concrete screw anchors per location of sufficient length to achieve
minimum embedment of 1.25"into concrete or masonry.
D. For steel substrate(Min. 18 ga.steel, min.fy=33 ksi), use two(2)#10 TEK Screw type j
steel stud anchors per location of sufficient length to achieve minimum 3 threads
penetration beyond steel structure.
Nail Fin Installation:
A. For two by(2X)wood frame substrate(Min.S.G.=0.42),the'(nailing fin may only be used
in conjunction with through frame anchors.When the nailing fin is used,two(2)through
frame#10 Pan Head Wood Screw type woad frame"anchors are still required at each
location. For the nail fin use#10 Pan Head Wood Screw type wood frame anchors of
sufficient length to achieve minimum embedment of 1.50":into wood framing.
i
Refer to Installation Instructions (NCTL 210-3576-3)for anchor spacing and more details of the
installation requirements.
Design Pressure: I�
Design Pressure
Positive 50 PSF
Negative 50 PSF
Installation Methods:
Refer to Installation Instructions (NCTL 210-3576-3)for installation methods, anchor locations,and
more details of the installation requirements.
Hermes Norero,P.E.
Florida No.73778
Page 4 of 4
I
NAIL FIN INSTALLATION
11/2'MIN.EMBEDMENT
09TIONAL Q MIN DISTANCE
-\ FROM EDGE:3/4',
Z BOTH SCREWS
MIN.DxsrANce 3 1 112'MIN.
FROM EDGE:I/4' EMBEDMENT 11/2"MIN. 1/4"MAX
18' O.C. MAX. S' MAX. 2X WOOD FRAME EMBEDMENT SHIM SPACE
THRU FRAME, FROM _
FIN OPTIONAL CORNERSi sHxMMs SPACE MIN.DISTANCE 3
MAAX.X. FROM EDGE:3/4", 'F-tupry
THR BOTH SCREWS
ME,
FRAME. 2X WOOD FRAME
IN
_OPTIONAL_ _--.l� ❑ F�
I a
Iq I 4.7— 4.7mm 1 1/2"MIN.
-- ----- `'' -- ------ ;. - -- - --- '--- ------- - ---- - --- -- - - - --- - - - - - - -
DOW.m9m95
EMBEDMENT
GLASS BILE
206 - - - - - - --- -----
9O
I
---------------
-OPTIONAL
-------------—OPTIONAL
C L I MIN.DISTANCE
GLAZING DETAIL FROM EDGE:3/4"I WOOD FRAME SECTION(TVP)
FRAME SECTION cTYP) HORIZONTAL SECTION
V�RTICA'L SECTION m„g� F
DOOR WIDTH (190 5/8' MAX.) I �,. q, NOTE;cAuxm N,a' F nW eD
TYPICAL ELEVATION WITH FASTENER SPACING
TWO,THREE AND FOUR PANEL v4'MAX
❑ ❑ SHIM Dh CE
FR
CONFIGURATIONS APPROVED zx IM SD FRAME
MIN.DISTANCE
FROM EDGE:3/1' 1 U2.MIN
3 MBEOMENT
n3
MIN DISTANCE Max Frame OP RATING IMPACT
oenoNa 1 FROM EDGE:3/4' 1190 5/8 x 95 1/2 +50/-50 NO
BOTH SCREWS 11 II
'MIN.EMBEDMENT
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use#10 PH or greater fastener through the nail fin with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
11/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirements for the stated conditions.
3. Use(2)410 PH or greater fastener through the frame per location with sufficient length to penetrate a 2. All glazing shall conform to ASTM E1300.
minimum of 11/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). 3. At minimum,glazing is 4.7 mm tempered-16 mm airspace-4.7 mm tempered glass.
4. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 4. Use structural or composite shims where required.
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
Digitally signed by Hermes F.Norero,P.E.
This schedule addresses only the fasteners required to anchor the Reason:I am appr (�Vu0t;!�IMEnt
window to achieve the rated design pressure up to the size limitations Date:2014.0. T5 •z o ' o'I///
noted. Itis not intended as a guide to the installation process and does �% •••• •• *� PROJECT ENGINEER: DATE:
not address the sealing consideration that may arise in different wall �����t' •.•• �` 00 -- 08/12/2014 3737 Lakeport Blvc
conditions. For the complete installation procedure,see the instructions = ;' �0 . DRAWN BY: SCALE: [JMI)WENKlamath Falls,OR.97601
packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451
www.jeld-wen.com/resources/installation. _ * D.
CHECKED BY: TITLE:
J. Kantola
ZIJ
DISCLAIMER: T T ` APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX.
This drawing and its contents are confidential and are not to be i C p OP .'• 4
QTefO PART PRO ECT No
reproduced or copied in whole or in part or used or disclosed to others �i� 9p N e`. D60 01
except as authorized by JELD-WEN Inc. gee > $I to 998 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
�� NCTL210-3576- -FBC Venice, FL 00 IOF4
THROUGH FRAME
MIN.DISTANCE
INSTALLATION
' FROM EDGE:3/4•
2 2 11/2'MIN.
EMBEDMENT
11/2"MIN. 1/4°MAX
18" O.C. MAX. 5" MAX. DIE]❑ 1/4•MAX EMBEDMENT SHIM SPACE
THRU FRAME FROM slrsMSFAcE _
-F�Irt CORNERS
iMIN.DISTANCE
17" O.C.
FROM EDGE:3/4"
�!
7� MAX.
THRU l 2 F�
-■ - — - - --- - - --FRAME- -
I 1 29.4.7
1
DOW 995
MIN.DISTANCE 2
suss enE
I zD6mm FROM EDGE:3/-4-"-
MIN.
/4° o0
l --------------
— —� , - GLAZING DETAIL
LFRAME SECTION(TYP) FRAME JAMB SECTION(TYP)
VERTICAL SECTION - HORIZONTAL SECTION
DOOR WIDTH (190 5/8' MAX.) I �nvR
TYPICAL ELEVATION WITH FASTENER SPACING
TWO,THREE AND FOUR PANEL
CONFIGURATION5 APPROVED ❑ SH=M SP CE
z MBEDMENT Max Frame DP RATING IMPACT
MINDISTANCE 3 190 5/8" x 95 1/2" +50/-50 NO
FROM EDGE:3/4'
Installation Notes: General Notes:
1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use(2)-#10 PH or greater fastener through the frame per location with sufficient length to penetrate a the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
minimum of 11/2"into the wood framing. For 2x wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirements for the stated conditions.
3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing is 4.7 mm tempered-16 mm airspace-4.7 mm tempered glass.
project of installation. 4. Use structural or composite shims where required.
This schedule addresses only the fasteners required to anchor the `,tt t t t t III/ '
window to achieve the rated design pressure up to the size limitations ��� ��
noted. It is not intended as a guide to the installation process and does �� �� PROJECT ENGINEER: DATE:
` •••• •• " JELDWENKIamath F Lakeport 60:not address the sealing consideration that may arise in different wall � Q' .•' F � -- 08/12/2014conditions. For the complete installation procedure,see the instructions � � : j . � � DRAwN ev: scALE: Falls,OR.9760:
D.Vezo NTS Phone: 541 882-345:
packaged with the window or go to ( )
www.jeld-wen.com/resources/installation. CHECKED BY: TITLE:= 7k - 7k _ J. Kantola
DISCLAIMER: :• T T w APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX
This drawing and its contents are confidential and are not to be O < Q4'•' �: PART PROJECT No
reproduced or copied�n whole or in part or used or disclosed to others �i� �Pr4N O, a`�� X60801 1
except as authorized y JELD WEN Inc. gee >>!jE¢ �p $,y8 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG,No.: REV: SHEET
�Ye'�Tta_ NCTL210-3576- -FBC Venice, FL 00 20F4
FRCMED E;23/ FROMEBTANCE MASONRY INSTALLATION
FROM EDGES 21/2' FROM EDGES 2 VV
• • MASDNRY
BLOC[
1 ,
Z.• d.
.�.' ,y �, 11/.•MIN
EMBEDMEM
18' O.C. MAX. 5" MAX. t
THRU FRAME FROM EMBEDMENT SHrM SPMSP
�I-rt CORNERS ,/.•MAK SHIACE
SH>M SPA¢
I 17" D
Mm.DISTANCE o
MAX.C. FROM EDGE:21/2' _
THRU
FRAME- - - - =I- -- -- -- —- Z -
\ I
In a
I 1>
r nMIN.DISTANCE
FROM EDGE:x 1/2• ,d ` •
2 ------------
- - = - J—- - MASONRY - -
–-0- I BLOCK 1 -
O
GLAZING DETAIL
FRAME IAMB SECTION(TYP)
L FRAME SECTION In UP HORIZONTAL SECTION
�V�RTICAL SECTION
DOOR WIDTH (190 5/8" MAX.)
TYPICAL ELEVATION WITH FASTENER SPACING 0
TWO,THREE AND FOUR PANEL "''M""
BMIM BRACE
CONFIGURATION5 APPROVED
�.• 1,/1•MIN
EMBEDMEM
•'d -' Max Frame I DP RATING IMPACT
` F1905/8" x951/2"I +50/-50 NO
BLDG[
MIN DISTANCE MIN DISTANCE I'Loo,
FROM EDGE:21/3• F40M EDGES 21/2•
I
Installation Notes: General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. Use(2)-3/16"Tapcon or equivalent fasteners through frame per location with sufficient length to the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
penetrate a minimum of 11/4"into concrete or masonry ar each location with a 21/2"min,distance Building Code(FBC)and the industry requirements for the stated conditions.
from the edge: For concrete(min.fc=3000 psi)or masonry substrate(CMU shall conform to ASTM 2. All glazing shall conform to ASTM E1300.
C90). 3. At minimum,glazing is 4.7 mm tempered-16 mm airspace-4.7 mm tempered glass.
3. Host structure,(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 4. Use structural or composite shims where required.
to the structure. The host structure is the responsibility of the architect or engineer of record for the
project of installation.
This schedule addresses only the fasteners required to anchor the t
window to achieve the rated design pressure up to the size limitations
noted. It is not intended as a guide to the installation process and does 1�� �� PROJECT ENGINEER: DATE:
i 3737 Lakeport Blvc
not address the sealing consideration that may arise in different wall �� Q' �� -- 08/12/2014
conditions. For the complete installation procedure,see the instructions : ��;'�,�••• •'.�� i DRAWN BY: SCALE: JJR,DrWN Klamath Falls,OR.97601
packaged with the window or go toD.Vezo NTS Phone: (541)882-3451
•- TITLE;
BY:
www.jeld-wen.com/resourcesAnstallation. CHECKED= 7� * _ J. KED BY;
:• T T = APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX
DISCLAIMER:
This drawing and its contents are confidential and are not to be %�� <�O ate. ` PARTIPROJECT No
reproduced or copied in whole or in part or used or disclosed to others �� fJ;. xo��v a D008013
except as authorized by JELD-WEN Inc. 388 hl �1i�e 9sa IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET
NCTL210-3576- -FBC Venice, FIL 00 30F4
STEEL INSTALLATION
MZN.4I5TANGE -
FRDM ERbE112•' 1
s s 12 Mtn.embcdmrnt `
of tivice threads
post frame.
18 souse mm Min.embedment 1/4"MAX
8" MAX. sled stud of three Threads SHIM SPACE
18" O.C. MAX. Past frame
THRU FRAME rt--� ORN RS S"M MAXC Q
i MIN.DISTANCE ( Q
17- O.C. FROM EDGE:112" u
^ , MAX.
THRU 2 _ F
FRAME
7�1
Ill gouge min
.. I 41—_-�� 4,7= Steel Stud
_
-
- - 1. .. --..
_ d
=-' GLASS BITE
2
FROM EDGE:1/2 �40
zo.emm
Ge
a
a , 1
LLJ GLAZING DETAIL.
I FRAME JAMB SECTION(TYP)
FRAME SECTION tTYP) HORIZONTAL SECTION
DOOR WIDTH (190 5/8" MAX.)-
'TYPICAL ELEVATION WITH FASTENER SPACING
TWO,THREE AND FOUR PANEL L1
CONFIGURATIONS APPROVED [� SMMAX
5V4M SPACE
18 gauge min
Steil Stud
a z z Max Frame DP RATING IMPACT
MRL"STANCE e n.� t 190 518" x 95112" +501-50 NO
' FROM EDSE:1/2 f'Ce�
Pas —
Installation Notes:' General Notes:
1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of
2. For anchoring into metal framing,use(2)-#10 TEK Self Tapping screws per location with sufficient the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida
length to achieve a minimum embedment of three threads past the frame thickness. Locate anchors as Building Code(FBC)and the industry requirements for the stated conditions.
shown in elevations and installation details. Steel substrate min.18 ga(fy=33 ksi). 2. All glazing shall conform to ASTM E1300.
3. Bost structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing is 4.7 mm tempered-16 mm airspace-4.7 mm tempered glass.
to the structure. The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required.
project of installation.
This schedule addresses only the fasteners required to anchor the 0 t 1 I lilt/
window to achieve the rated design pressure up to the size limitations �t� �/1
noted, It is not intended as a guide to the installation process and does �� �� 1103ECT ENGINEER: DATE: 3737 Lakeport Biv,
not address the sealin consideration that may arise in different wall �� �'c" fi �� -- 08/12/2014
conditions. For the complete installation procedure,see the instructions �� `!� f: DRAWN BY: SCALE: JELD Klamath Falls,OR.4345
'f = D.Vezo NTS Phone: (541)882-345
packaged with the window or go to 7
CHECKED BY: TITLE:
www.jeld-wen.com/resources/installation. _ * _ J. Kantola
-0 T T CC = APPROVED BY: Premium Atlantic Vinyl Sliding Patio Door OXXX
DISCLAIMER: w -'
This drawing and its contents are confidential and are not to be % O '• O '' .; PART PRO ECT No
reproduced or copied;in whole or in part or used or disclosed to others � 001
except as authorized by JELD-WEN Inc, see � 6 ,!- 9 sse INCEL210-3576- FBCNnr4EVenice,�FL i CAD DWG.No.: REV: O^ SHEET
tj aoFa
J If 8
AAMA
(Validator Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
I
I
JELD-WEN Windows&Doors
P.O.Box 1329
Klamath Falls,OR 97601
Attn: Jason Kantola
The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. -The approval
is based on successful completion of tests, and the reporting to the Administrator of the results of tests,accompanied by related drawings,
by an AAMA Accredited Laboratory..
i
1.The listing below will be added to the next published AAMA Certified Products Directory.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440=08
LC-PG50-4841x2428(191x96)-SD
SERIES MODEL&PRODUCT
COMPANY AND CODE CPD NO. DESCRIPTION MAXIMUM SIZE TESTED
PREMIUM ATLANTIC VINYL FRAME SASH
JELD-WEN Windows&Doors BYPASS SGD
Code:JW 3557 4841 mm x 2426 mm 1232 mm x 2359 mm
(PVC)(OXXX)(OG)(INS GL) (1511"x 8'0") (4'1"x 7'9")
(REINF)(ASTM)
I
2.This Certification will expire June 16,2018(extended from June 16,2015 per AAMA 103-14a)and requires validation until then
by continued listing in the current AAMA Certified Products Directory.
3. Product Tested and Reported by: National)Certified Testing Laboratories
Report No.: 210-3576,3
Date of Report: June 23,2009
Validated for Certification
tL
h,
A oa ted Laboratories, Inc.
Date: April 14,2015 Authorized for Certification
Cc: AAMA
JGS
ACP-04 (Rev. 1/11) AmericadArchitectural Manufacturers Association
U ;
I
I
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