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a®I Product Approval !
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P—hict Aoo,oval 612nu>Product or A..h ati n_p r h>Anill atinn List>Application Detail
FL# FL16674-R4
Application Type Affirmation
Code Version 2014
Application Status Approved
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1 Comments
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Archived !`
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Product Manufacturer JELD-WEN
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601'
(800) 535-3936
fbcl@jeld-wen icom
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen jcom
g
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport(Blvd.
Klamath Falls, OR 97601'
(800) 535-3936
customerserviceagents@field-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&{Management Institute
Validated By National Accreditation&'Management Institute
Referenced Standard and Year(of Standard) Standard �' Year
AAMA 1304 2002
ASTM E1886 �l 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
1
http://www.flotidabtiilditig.org/pr/pr_app_dtl.aspx?parain=%vGE V XQwtDgsHepng4%2fS6e I YO813SIiBDtAgGAG50wec%2bKt I WG4ck62A%3d%3d[10/14/2015 10:24:49 AM]
Florida Building Code Online
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❑' I affirm that there are;no changes in the new Florida Building
1• Code which affect my product(s) and my product(s) are in
compliance with the negi Florida Building Code.
Documentation from approved Evaluation or Validation Entity Yes ONo ON/A
6 '
Product Approval Method Method 1 Option A
Date Submitted 02/20/2015
Date Validated 02/20/2015
Date Pending FBC Approval
Date Approved 02/28/2015 �
R
f . Summary-of,Productst
FL-# Model,Number or Name Description J
16674.1 Design Pro/Smooth Pro Single (X) Impact Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
' Approved for use in HVHZ: No FL16674 R4 C CAC'NI0.1.1919.01-R4.odf
Approved for use outside HVHZ:Yes FL1.6674 R4 C CAC N1011919 R4.pdf i
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing In Instructions
FL1.6674 R4 II A010851A SS 2014-09-26.od
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R4 AE PER2750 55 201.4-09-26.odf I
Created by;Independent Third Party: Yes
n
16674.2 Design Pro/Smooth Pro Single(X) Impact Glazed Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC'NI011918.01-R4.pdf
Approved for use outside HVHZ:Yes FL7.6674 R4 C CAG'NI011.918-R5,pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
71
Emil G _ Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010852A SS 2014-09-26,12d
i' Verified By,: Hermes F. Norero, P.E. 73778
a Created by Independent Third Party: Yes
Evaluation'Reports
FL16674 R4 AE PER2751 55 2014-09- 6_I)df
Created by Independent Third Party: Yes
16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door
i Limits of Use Certification Agency Certificate j
Approved for use in HVHZ: No FL16674 R4 C CAC NI01.1916.01-R4.odf
# A9 Approved for'use outside HVHZ:Yes FL16674 R4 C CAC'NI011916-R4 pdf I
Impact Resistant:Yes Quality Aslsurance Contract Expiration Date
Design Pressure: +50/-50 03/30/20118 j
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A01.0853A 55 201.4-09-26.cdf
Verified By: Hermesl F. Norero, P.E. 73778
# Created by,Independent Third Party: Yes
KEr p Evaluation Reports
FL16674 R4 AE PER2752 SS 2014-09-26.odf
Created by Independent Third Party: Yes
i I
16674.4 Design Pro/Smooth Pro Double(XX) Impact Glazed Fiberglass Door
;,
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC'NI011917.01 R4.�df
Approved for use outside HVHZ:Yes F 16674 R4 C CACI NI011917 RS.odf
Impact Resistant:Yes Quality Assurance[Contract Expiration Date
Design Pressure: +50/-50 03/30/20118
Other:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010854A SS 2014-09-26.odf
Verified By: Hermes F. Norero, P.E. 73778
I�
i
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' I
Florida Building Code Online
Created bJ.Independent Third Party:"Yes
{h' a Evaluation Reports;
aq� ; FL16674 R4 AE PER2753 SS 2014-09-26.pd
Created by,Indepen.dent Thi,'rd Party: Yes
I.
16674.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque I
Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL7,6674 R4 C CAC 1\1I011922.01 R4.�df
Approved for use outside HVHZ: Yes FL16674 R4 C CAC.NIO11922-R5 l2df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other: 9-0-Ox6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II AOf0855A SS 2014-09 26 pdf
Verified By: Hermes'F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports j
FL16674 R4 AE PER2754 55 2014-09-26.odf
Created by Independent Third Party: Yes
i- 16674.6 Design Pro/Smooth Pro Single with,side lite(') (X,O/O,X/O,X,O)Impact Glazed
Fiberglass jDoor
Limits of Use Certification Agencjf Certificate
Approved for use in HVHZ: No FL16674 R4 .A :i NI0119 4.01-R4.ndf
Approved for use outside HVHZ:Yes FL].6674 R4 C CAC.NI011924-R5,12df
Impact Resistant:Yes Quality As
Contract Expiration Date
Design Pressure: N/A 03/30/2018
Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010856A SS 2014-09-26.pddf
Verified By: Hermes F. Norero, P.E. 73778
Created by,Independent Third Party: Yes
Evaluation Reports,
FL16674 R4 AE PER2755 54 014-0 - 6 1df
Created by Independent Third Party: Yes
16674.7 ;Design Pro/Smooth Pro Double with side lite(') (XX,O/O,XX/O,XX,O) Impact Opaque
Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC NI011914 0]-R3-signed.pd
Approved for use outside HVHZ:Yes FL16674 R4 C CACI NI011914 RS. df
Impact Resistant:Yes Quality Assurance'Contract Expiration Date
Design Pressure: N/A 03/30/20118
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II AOY0857A SS 2014-09-26 odf
Verified By: Hermes F. Norero, P.E. 73778
Evaluation by
CreatedIndependent Third Party: Yes
Reports i
FL16674 R4 AE PFR2756 SS 7014-09-26 odf
Created by Independent Third Party: Yes
16674.8 Design Pro/Smooth Pro Double with side lite(S) (XX,O/O,XX/O,XX,O)Impact Glazed
Fiberglass(Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C A 'NI011: 1 01-R4 p
" Approved for use outside HVHZ:Yes FL16674 R4 C CACI NI011915-R 1df
impact Resistant:Yes
p Quality Assurance.Contract Expiration Date
Design Pressure: N/A 03/30/20118 I
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
i FL16674 R4 II A010858A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
- Created by Independent Third Party: Yes
Evaluation Reports'
FL16674 R4 AE PER2757 SS 2014-09-26 odf
Created by Independent Third Party: Yes
I
<t°+ Contact Us::1940 North Monroe Street,Tallahassee FL 12199 Phone:850-487-1824
s
The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Prival v Statement::Accessibility 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
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Florida Building Code Online
t- mail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.'Pursuant to 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 emailladdresses 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.
'. .. Product Approval Accepts:)
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i
NOTICE OF PRODUCT CERTIFICATION
-��a capnFio�� i
CERTIFICATION NO: NI011918.01-R4
DATE: 03/25/2014
CERTIFICATION PROGRAM: Structural
W, � COMPANY: JEL -WEN
" " " `�`` CODE: 822-1
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit wNv"--.NA K,IICerti Fiication.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 an corrections are re uIired to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
.i
3737 Lakeport Boulevard Approved"Fiberglass]Glazed In-Swing or
Klamath Falls, OR 97601 Out-Swing Side Hinged Door
Configuration:X
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PV13 Interlayer/1/8"Annealed Glass
IS Frame: W-952m1m(37.50") H-2487mm(97.93")
OS Frame: W-952 in(37.501') H-2470mm(97.25")
Panel: W-908mm(35.75'I) H-2419mm(95.25")
i
DLO: W-606mm(23.87') H-1995mm(78.56")
SPECIFICATION PRODUCTIRATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Quplifies Configurations:X
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Deport No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-
235/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-
03/SJW2010-003/SJ W2014-032/NCTL-210-3930-0 I�/NCTL-210-3930-02/SJ W2014-
068/SJ W2014-071/SJW2014-069/SJW 2014-079/W-1670/W-1703
Expiration Date: March 30, 2018
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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
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NOTICE OF PRODUCT CERTIFICATION
Ar* i
` °. CERTIFICATION NO: N1011918-115
DATE: ! 03/25/2014
CERTIFICATION PROGRAM: ' Structural
COMPANY: JELD-WEN
4trN ( �
U CODE: 822-1
` �Fo Q�co�,
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit wW-X.NA 1\'IICer[i fication.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 an corrections are re wired to this document.
I
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro Impact
3737 Lakeport Boulevard Approved" Fi Iberglass!Glazed In-Swing or
1
Klamath Falls, OR 97601 Out-Swing Side Hinged Door
I.
(Configuration:X
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-952 m(37.50") H-2081mm(81.93")
I
OS Frame: W-952im(37.50'') H-2081mm(81.25")
Panel: W-908mm(35.75, ) H-2012mm(79.25")
ii
DLO: W-606mm(23.87") H-1587mm(62.50")
SPECIFICATION PRODUCT(RATING
I
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Con®gurations:x
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-231/SJW2013-234/SJW2013-
235/SJW2013-251/SJ W2013-252/SJ W2013-253/NCiTL-210-,;924-0l/NCTL-210-3925-
03/SJW2010-003/SJW2014-032/NCTL-210-393 0-01I./NCTL-210-3930-02/SJ W2014-
068/SJW2014-071/SJW2014-069/SJW 2014-079/SJW2013-23 8/W-1670/W-1703
Expiration Date: March 30. 2018
I
Administrator's Signature:
NATIONAL ACCREDITATION AND',
MANAGEMENT INSTITUTE,gINC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124/ Fax: (804) 684-5122
PREPARED BY:
IQ�
ENBUILDING DROPS,INC.
�1v I Zv D O W S DOORS s r:uax.4[A R BrvJ.z*e.s4B
Q4AfA BCAfH.tl:iti7d�
37 1/2"MAX. :r";sm 4dta
.1954p44 aru
O.A.WIDTH •seB
DESIGN PRO/SMOOTH PRO FULL LITE
37 1/2"MAX,
IMPACT APPROVED 6 D.A.WIDTH Z
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 5 6 o W �—,z
B 6 Z ccLLJ
6 1 �¢ ZZ rn�'
GENERAL NOTES: r - ' c
to
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT m [, Om."'.w 5 O C Q
>Z
INTERNATIONAL BUILDING COOS(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE w 5 r- n$ g Ej ACTIVE G
(FOC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: A g < W Q o
• ASTM E283-04 Z 9 ACTIVE 3 Z LL 5 2 LZ7 W
ASTM E330.02 3 z" s ® s 3<, ® _ [`n —d w +
• ASTM E1886A5 a s s z = O O w Q
ASTM E1996-06 Z O x O?¢ U N e
• AAMA 1304.02 O— / '^ a'to
• TAS 202-94 CC
d
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2%FRAMING AS A MAIN WIND FORCE
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF L REMARKS BY DATE
INSTALLATION. 3 4 5 6 7 8 9 3 < 5 6 7 e0 _r_a_3
d 4 4 4 4 4A4/ S 14 4 d 3 4 Q4 d ADA 0,MPL-k&Radius u GL 06/2311
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR C1TYP.ELEVATION 1 (�] TYP.ELEVATION 2 Add TAS 202-94 Stardwd 1 9/22114
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED sa•PooARncRr ea•000A rmasrt
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT.
w
Axovusuer et Arreoo\r4B w wuar cB r4e*
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT wnuoorwxmtxcomLr.7 ca eusoac ono+s.nc
RESISTANCE FOR WIND ZONE 3 OR LESS. As:tunous,Aooniox>.r+exuexrw;.oB orxen
uuax u\.�, wrote—n-
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. `��� �$F.•NQ
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL.GRID,BLINDS BETWEEN �\```���• ,��'�%
GLASS,DECORATIVE,AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR V-8"DOORS
ATOP+/•50 PSF ONLY, 7�_�...
_NOTE: ~_*
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE (LVTP) OF 9.75 PSF. DOORS SHOWN ABOVE MAY BE-LEFT
REMAINING SIDS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT OR RIGHT HAND OPERATING DOORS. •p T TE•:
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLEDAT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH:OH HEIGHT 1521.0 �i��S•• EAG\
wxA azAr4,n sm
ran cw.orAur,n wwnrro.:esn
TABLE OF CONTENTS
igitally signed by Hermes F.Norero,P.E.
SHEET REVISION - - - — -SHEET DESCRIPTION — - - - - - -- ---- - - ason:l am approving this document --
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES ate:2014.0926 15:4155-04'00'
2 A TYPICAL ANCHOR LAYOUTS AND NOTESDATE: 02.05.14
MAX.OVERALL DESIGN PRESSURE(PSF)
3 A OPTIONAL 2X BUCK ANCHORING DETA.(S NOMINALSIZE MISSILE DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES CONFIGURATION INSWING OWING IMPACT GLM SS MSS
IITS
5 A HORIZONTAL ASSEMBLIES WIDTH HEIGHT RATING SCALE: NTS
O5. NEG
6 A GLAZING DETAILS
X 3'.0" 6'-8" 50• 50 SO• I 50 LMI&SMI DWG.a:A010852A
7 A
SHEET: OF9
WOOD SUBSTRATES
50' SD
R A CONCRETE SUBSTRATES X 3'-0" 8'-0" 50' SO SO• 50 LMI&SMI
9 A COMPONENTS&BILL OF MATERIALS 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
Y:
INSTALLATION NOTES: PALPAREO II///��
1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN.
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE
BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIMS)SHALL BE ava[,wx�n u[aa nc:D,sn na
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER.
Y•f i95aH99 BC)8
3. MINIMUM EMBEDMENTAND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOTUMITED TO F.U.!osg74a 4730
STUCCO,FOAM,BRICK VENEER,AND SIDING.
wee:n•.w.r."anoqu."n..a.n
W
a, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL WF w
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR y m N m
MANUFACTURER'S INSTALLATION INSTRUCTIONS,
37 1J2"MAX, j Q a M$
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR O.A.WIDTH u.
u.W z a h w m
JOINTS.EDGE DISTANCE 15 MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE 3"TYP. 3"TYP. x> Q
SHELL OF BLOCK. z
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF TH ESE PRODUCTS SHALL BE THE SAME AS FOR ZX BUCK
pQ gg a
CONCRETE/MASONRY CONSTRUCTION. �' � 0 ms
I 7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE a
g
FOLLOWING PROPERTIES: Q
A.WOOD•MINIMUM SPECIFIC GRAVITY OF 0.55. = 2 0
B. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3D0U P51. °��^W J �, p U
C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMS TO ASTM C•90 WITH MINIMUM COMPRESSIVE STRENGTH ., = w m H •
OF 2DOD PSI AND GROUT CONFORMSTOASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 m ei w N ¢ D Q
PSI. ti 0
D.HOLLOW BLOCKCMU-UNIT STRENGTH CONFORMS TO ASTM C-9D WITH MINIMUM COMPRESSIVE STRENGTH z w
OF 2000 PSI. a U XZ
S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR '^O O ~
0
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
n n r
REMARKS EBYIDATE9. OPTIONALLY,ANCHORS CAN BE PIAL€DIN NARROW SECTION DF NERD OR IAMB AS LONG AS MINiMUTv1EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 4a4ADAslt,MPLo &Radius!ANCHORTABLE
sa•IDooas a'o^DOORS
P.ANCHOR LAYOUT ni wnxn a uPavti �.<R7 aD.a7.tR
ANCHOR MIN. MIN.EDGE .�xcs.D7Aswu.�[ xDF.mon[onx
ANCHOR TYPE SUBSTRATE MAX.O.C. MAX.D.C. v
512E EMBEDMENT DISTANCE SPACING AT
SPACING AT
J�V�3E5 F•NO
IAMBS JAMBS `��� .
NOTE: Y
ZX WOOD BUCKNO ANCHORS REQUIRED AT THE SILL FOR SINGL F.DOORS(X)ONLY.
WOOD SCREW 410 1-117" 3/4" 17412' 17-Ile• C 7
__ORYaAMING—
---- ITW TAPCON 3/16" CONCREIE/CMU 1-1/4" 2.112' -- 17.1/Z174/4' -- - - - - - - - - - - -- _ -- — —/—
411..-GONG z �+
1=774CONCRETE/CMU 1' 17-1/2' 17-1/4' ♦�S�.Lf`! ... ,.
1-1/4•-CMU _ G S�
. sa t.mFina eewE rt aa�
4*11
NOTE: [a[um.o[.xFro.w7rov rn,nsn
DOORS SHOWN ABOVE MAY BE LEFT
B2 - - - bR?X 23/2"PFH -- - - OR RIGHT HAND OPERATING DOORS. - --
SCR-WS
2-xD X Z 1/2'PFH DETAIL D2 25 26 DATE: 02.05.14
PFH SCREWS TYP.HOPPE
MULTIPOINT SHOOT BOLT DWG. Y: CHK. Y:
t._, PLATE LOCATION GL JM SS'MSS
DETAIL LRH PLATE SHOWN) SCALE: NTS
TYP.HOPD2DWG•R:A010852A
MULTIPOINT SHOOT BOLT TOM SHOOT
DOLT Mid
PLATE LOCATION HOPPE#2078911 SHEET: OF9
T1 SILL SECTION VIEW Q HEAD SECTION VIEW
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ANCHORLAYOUT
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Z Z ANCHOR IN. MIN.EDGE MIN,CENTER 6's"DOORS 8'0"DOORS _•r
ANCHORTYPE SIZE SUBSTRATE EMBEDMENT DIST,TO TO CENTER 0,{. •,�/.00P;� ,=W
m MAX.O.C. MAX.D.C.
h SUBSTRATE DISTANCE (7
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SPACING AT SPACING AT
2X,WOOD BUCK`WST4lL;.. . _.....---. _._._-_ . __- __r_.. .... - - AMs -- —_1AM85 - .-�s� IN %
- - - I 2X WOOD BUCK - -- ANCHOR PER BUCK ANCHOR TABLE 5
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[�2X WOOD BUCK INSTALL. _ [[���2X WOOD BUCK INSTALL. 1.1/4"-rnw. -
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DATE: 02.05.14
NOTES: DWG, Y: CHK. Y:
6L TIM SS MSS
1. 2X BUCK!S NOT FOR INSTALLATION AT SILL SCALE: NTS ,t
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG.X:A010852A
SHEET: 0
3
PREPARED BY:
BUILDING DROPS,INC.
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REMARKS BY DATE
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8 INTERIOR EXTERIOR
DATE: 02.05.14
o DWG. Y: CHK. Y:
1 GLtTJM SS'MSS
® OPERABLE SILLOPERABLE SILL SCALE: NTS
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v OUTSWING OUTSWING SHEET: D
OPTIONAL AFCO A-117 OPTIONAL ENDURA ZODIAS65F
PREPARM BY;
HINGE SCHEDULE HINGE DETAIL AT IAMB: BUILDING DROPS,INC.
PLACE 49 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP iso+E.onsLL xeac>•msva.,sfc Lex
DOOR HEIGHT QUANTITY aia a[nuL,s_'Laar
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E%i ER10R E%TERIOR` �
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17 USE 3/4"LENGTH FOR 6-8"DOORS F""1
USE 1`LENGTH FOR V-0"DOORS "�
LOCK JAMB HINGE JAMB DATE
7 OUTSWINGSHOWN-INSWING SIMILAR OUTSWINGSHOWN-INSWING SIMILAREMARKS 9Y
.R EMARm•enacoctaa,d+os[L r;[ AT
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W/STRIKE HARDWARE t 1-MPL STRIKE PLATE `�1�S F.r�Q
d-MPL STRIXE.PIATES d-#8 X 13/8"PFH � Q� • ..•
21 1-REINFORCEMENT PLATE o
20 HOPPE#2512296
EXTERIOR ---- - - - — - - - - - `��� - �$'• -'*- ----
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WINERIOR o INTECOR 6iur[an?,pic mi nu:[nox Nc.Lvsm
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DATE: 02.05.14
DWG. Y: CFIK. Y
(4 ROCKWELL MULTI-POINT LOCK JAMB HOPPE MULTI-POINT LOCK JAMB / HOPPE MULTI-POINT LOCK GL JM 55 MSS
J OUTSWINGSHOWN-INSWING SIMILAR 5 OUTSWINGSHOWN-INSWING SIMILAR TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY SCALE: NTS
DWG.#:A010852A
SHEET: OF 9
5
PREPARLDBY'.
BUILDING DROPS,INC.
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INTERIOR EXTERIOR TERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR �J'"��
ANNEALED GLASS lib"ANNEALED GLASS 1/8"ANNEALED GLASS 1/R"ANNEALED GLASS q-' Z N ^a
0.090"SOLUTIA PVB INTERLAYER 0,090"SOLUTIA PVB INTERLAYER 0.090"SOLUTIA PVB INTERLAYER 2 o W
i m = 0,090"SGP INTERLAYER L`J
.n 1/8"TEMPERED GLASS 2 118"TEMPERED GLASS s 1/8'TEMPERED GLASS BY DUPONT +n N
an d m m E h 1/8"TEMPERED GLASS p ^,
` m DOW 99S SILICON M DOW 995 SILICONE O c
DOW 995 SILICONE DOW 995 SILICONE
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22 22 23 24
REMARKS BY DATE
RED]-SEAL RE01-SEA! —DOW 99551LICONE MAOAsIn,MP LoCk a RaW;kl.GL /2;/1
GLAZING DETAIL 2 8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL r4 GLAZING DETAIL _
6 201/2"MAX,D.L.O.WIDTH 6 201/2"MAX.D.L.O.WIDTH 6 23 7/B"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS
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+/-SO PSF ONLY
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NOTE: DATE' 02.45.14
fRA IONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS DWG. Y: I CHK. Y:
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON G L T1 M I SS MSS
AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLA2ING
DETAILS SHOWN ABOVE. SCALE: NTS
DWG.e:A010852A
SHEET: OF 9
PP.EPA RED SY:
2X WOOD BUCK n
BUILDING DROPS,INC.
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SEE TABLE SHEET S`W¢ SEE TABLE ON SHEET wsp:uww W,+c.�cdccr.:.co,
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SILICONE W
w w 2X WOOD BUCK Q
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o f � 5 AIX. 2X WOOD BUCK Q
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SEE TABLE ON SHEET 2 MIN.EMBED. H Q
SCE TABLE SHEET 2 p 4 N
�1 HEAD (TYPICAL) r JAMB (TYPICAL) 3 OPERABLE SILL o _
J
OUTSWING SHOWN-INSWING SIMILAR ? J OUTSWING SHOWN-INSWING SIMILAR J INSWING-NO ANCHOR REQUIRED W
ENDURA ZAIL4565F O i
SILICONE a
W.
SILICONE SILICONE
REMARKS BY DATE
2X WOOD BUCK 2X WOOD FUCK Add ADA OIL MP LUX RadivzU lL ;gait
2X WOOD BUCK,
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OUTSWING-NO ANCHOR REQUIRED '� INSWING-NO ANCHOR REQUIRED J OUTSWING-NO ANCHOR REQUIRED �CtYES F,c'
AFCO J-2297 AFCO A-276/P-2000 AFCD H-497 'Z��Q" CC,FO�^
ifVQ 70'
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2X WOOD BUCK 2K WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
DWG. Y: CHK. Y:
$ OPERABLE SILL _ g OPERABLE SILL _ / � OPERABLE ADA SILL GL JM ss MSS
DUTSWING-NOANCHDR REQUIRED OUTSWING-NO ANCHOR REQUIRED//7INSWING/OUTSWING-NOANCHOR REQUIRED
SCALE: NTS
J AFCO A-117 ENDURA ZOBL4565F ENDURA HCISOGO DWG,A:A010852A
SHEET: OF 9
>OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW �f
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM d!
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY
. n
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IX WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. w (OPTIONAL} SILICONE sac r.oar:,.xe,,af atve_sfY.Tru
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,m a. CONCRETE!
MASONRY -+ m�+m
z a BY OTHERS f /—CONCRETE/ j a m
g .�'f D
,,—CONCRETE/ [ten
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1X WOOD BUCK '?.� d Q ~ W",`nom vi
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(OPTIONAL) CL W a
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CONCRETE ANCHOR •• u g
SEE TABLE ON SHEET2 CONCRETE/MASONRY BY OTHERS O 4 w
MIN.EMBED.
SEE TABLE SHEET �' U Wf
HEAD (TYPICAL) JAMB (TYPICAL) OPERABLE SILL W z N
OUTSWING SHOWN-INSWING SIMILAR O OUTSWING SHOWN-INSWING SIMILAR 8 INSWING-NO ANCHOR REQUIRED
ENDURAZAIL4565F q u �s
�7
r2
SILICONE SILICONE F
REMARKS BY DATE
Add ADA sill,MP 3 x B RAdln Lt G,002311
4 A .Q d d
CON' CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BYOTHERS .rr.x x
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AiTFMY W^Nl,ADDifiONS,x4N'.LN M4.JR lx MN
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(-A) OPERABLE SILL OPERABLE SILL OPERABLE SILL
OUTSWING-NOANCHOR REQUIRED $ INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NOANCHOR REQUIRED ��� Q'�,.•'• r•'•.:.tC,A���
AFCO I-2297 AFCO A•276/P-2000 AFCO H-497 � •ly is O
- - - - - - - -- - - - - - - - - - - - -=Q��a -
"� T••9COyZ{OP:`�w
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CONCRETE/ - - - CONCRETE/ CONCRETE/
MASONRY MASONRY MASONRY
OPERABLE SILL_BYCTHERS BYOTHERS BY OTHERS DATE: 02.05.14
g g OPERABLE SILL OPERABLE SILL DWG. Y: I CHK. Y:
OUTSWING-NOANCHOR REQUIRED p OUTSWING-NOANCH09REQUIRED OUTSWING/INSWING-NO ANCHOR REQUIRED GL TIM I 5S MSS
AFCOA-117 ® ENDURAZODL456SF ENDURAHCISO90ADA SCALE: NTS
DwG.a:AO1O852A
p OPTIONALLY,ANCHOR CAN RE PLACED IN NARROWSHEET: OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY;
BILL OF MATERIALS 20 ROCKWELL MULT-POINT LOCK 21 HOPPE MULT-POINT LOCK
ITEMH DESCRIPTION MATERIAL W/SILL SHOOT BOLT PLATE 42096911 `y})
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE O .3sx uauu orn::„1,1%s±c zw
1 FRAME HEAD/JAMBS cakes auze,r;.2sxu
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LUMBER O fczanr:uacr,
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COMPOSITE � � }
2 (NOT USED) Lu
3 (NOT USED �7,.,g
;, 4 v;
�LAJKry
A ENL'URA 2AIL45GSF THRESHOLD O ti Q F_ i-o`”o�
5 AFCO1-2297T4RESHOLD
6 AFCO A-276/P-2000 THRESHOLD - I ti CC O LL
g Q
7 AFCO 11.497 THRESHOLD O 000° C, 3 n LL
8 AFCO A-117THRE5HOLD - C== U O
9 ENDURA ZOBL4565F THRESHOLD - ° O p I HANDLE Z
�j O ° i q HEIGHT Q
10 ENDURAHC15000ADA THRESHOLD - i �o
p oO
11 WEATHERSTRIP URETHANE FOAM& O! _ s 1 WZ
POLYETHYLENE m o ° ' r O �o p W
12 NON-COMPRESSION SHIM 10.25"MAX.THK.j COMPOSITE `HANDLE o I� 0 0
13 (NOTUSED) - HEIGHT I CL
34 (NOTUSED) C, t
M'+y
15 41D WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL o p a ~
O o Q
- 15 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL ° REMARKS BY DATE
as
17 BUTT HINGE(SEE SCHEDULE SHEET S) STEEL € aaa:uSA say,rnr ln:i&RaC3uRl 6r /23t1
18 KW IKSET LOCK SERIES 400 STEEL
19 KWIKSET DEADROLT SERIES 780 STEEL ro
20 ROCKWELL MULTI-POINTTONGUE LATCH 9732287686-B UNIT STEEL nRo4uu+m ecRvxcoucu ww..cu un Rur
ROCKWELL MULTI-POINT TONGUE LATCH#732287808-0 UNIT wpn a .o xumi^.cioni.N�n iii nnc.onanu
0.63"— � rtwaoncno aRsxcu�� •aorrnv,r:rnauc
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL F
22 ODL LITE KIT(LMij 6063-T6 ALUMINUM O �• j `„�� tj- °•• t(����
23 FLUSH GLAZING LEG FIBERGLASS ( Z •C�11 },,O ;.
24 _ OCL LIPI. NIT IRADIUS LITES} PC A05 _
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 08784091 STEELQ 0 'a Y 'O T�T Q� j LY
26 HOPPE MULI•POINTHEAD SHOOT BOLTPLATE RH 48783923 STEEL •79� 'L 1.605"I` i��-'��CQ QP`.`•X41
FRAME-HEAD/JAMBS, - ENDURAZAIL4565F- --- - AFCO,1-2297_ - AFCOA-276/P-2000- _ :-- @)
.HEAD SHOOT-BOLT-PLATE-(LH)
1' VARIES,SEE ROM ABOVE -4 THRESHOLD –- -- - -- - - —THRESHOLD - - - - -_06- FH--RESHOLD G
---- — - 25 - - --- -- --- - - -- .4aa n1d. 1ifM1131�c
I
L 0.4Ma lIJIX
tBRi 6.k:'.Or AN'gOR'10 fqN NL.23514
mom
5.62' 4.57"—I 1.75 DATE: 02.05.14
AM
CLSS MSS
AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD O ENDURA ZOBL4565F 10 ENDURA HC15000 ADA HEAD SHOOT BOLT PLATE(RH) SCALE: NTS
THRESHOLD THRESHOLD
,,,•—,n��.� DWG.4:AO10852A
SHEET, OF9
III iJ w
• i�-.---�---4.62" � � 1 � 4.5b"
1.75"
I
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Eve Dro Dania Beach, FL 33004
rY P 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evabation Repo
Of
JELD-WEN, Inc.
Design Pro / Smooth Pro Full Lite
Impact Approved
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 275 1
Current Florida Building Code
Method: 1 —A (Certification) ,
Category: Exterior Doors."
Sub —Category: Swinging Exterior Door Assemblies
Product: Design Pro l SJnooth Pro Full.Lite
Impact Approved
For use outside tfte High [velocity.Hurricane
Zone
Material: Fiberglass
Product Dimensions: 3-O"X 6'- "(Nominal)
3'-0"X V-0"(Nominal)
Prepared For: p ���11t t t t tJJJJ
J-' F.
3737 Lakeport BKA.
ti Klani.ath I'alls, OR. 97604
7 i ..
r
Prepared by:
Hermes F,t{. oaeta , P.E. 44/
' T T
Florida Professional Engineer#73778, O� '• l pP: ���
Date: 09/Cont22/2014 ........�� �,IONA� ��Gs♦`♦`
Evaluation Report Pages t-4 JJJttilt���
Digitally signed by Hermes F.Norero,P.E. Hermes F. Norero, P.E.
Reason:I am approving this,document Florida No.73778
Date:2014.09.26 15:47:39-04'00'
II
�I
II
BUILDING DROPS
Date: 09/22/2014
A Perfect Solution in Every Drop
`,; Report No: 2751
Certificate of Authorization:29578
I '
Manufacturer: JELD-WEN,Inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Door Assemblies
Compliance Method: State Product Approval Method 1)(a)
Product Name: Design Pro/Smooth Pro Full Lite
Impact Approved
I
For use outside the High Velocity Hurricane one(HVHZ)
3'-0"X 6'-8" (Nominal)
3'-0"X 8'-0" (Nominal)
'i
Scope: This is a Product Evaluation Report issued by Hermes F. Norero,P.E. (FL#73778)for JELD-WEN inc.
based on Method 1a of the Florida Department of Business a,d Professional'Regulation -Florida
Building Commission.
i
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. j
A
This product has been evaluated for use in locations adhering to the current,International Building
Code, International Residential Code,and Florida Building Code.
See Installation Instructions A010852A,signed and sealed by Hermes;F, Norero, P.E.(FL#73778)for
specific use parameters.
i
Limits of Use:
1. This product has been evaluated and is in compliance with the;current International Building
Code (IBC), International Residential Code(IRC),and Florida Building Code(FBC),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 stlucco.
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 doe's not require an impact .
resistant covering for Wind Zone 3 or less.
4. Site conditions that deviate from the details of drawing A010852A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010852A for size and design pressure limitations.
I !i
Hermes F. Norero, P.E.
!� e
Florida No.73778
Page 2 of 4
I
i
{I
i
i
II
i
II
BUILDING DROPS
A Perfect Solution in Eve Dro j ! Date: 09/22J2014
Certificate of Authorization:29578 P j Report No: 2751
Quality Assurance Entity: 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 thro!gh National Accreditation&
Management Institute (FBC Organization#QUA1789.):
j,
Performance Standards: The product described herein has been tested per:
'I
• ASTM E283-04
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06
• AAMA 1304-02
• TAS 202-94
Referenced Data:
I,
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Report Date:
NCTL-210-3918-01 10/04/13
NCTL-210-3924-02 12/18/13
? SJW2013-231 12/0.3%13
SJW2013-234 12/09%13
SJW2013-235 11/26/13
SJ W 2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23%13
NCTL-210-3924-01 12/18/13
NCTL-210-3925-03 02/07/14
SJ W 2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJ W 2014-068 07/0,7/14
SJW2014-071 07/07/14
SJ W 2014-069 07/0,7/14
SJ W 2014-079 07/0,7/14
2. Product Testing performed by Quality Testingjlnc.
(FBC Organization#TST7638) ;I
Report# Repo'rt Date:
SJ W 2010-003 01/11/10
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Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
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BUILDING. [CROPS
Date: 09/22/2014
A Perfect Solution in Every Drop
Report No: 2751
Certificate of Authorization:29578
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Installation: 1.
A proved anchor types and substrates areas follows:
P
Through Frame Installation:
A. For two by(2X)wood buck substrate(Min.S.G.=0.55), use#10 Wood Screw type
installation anchors of sufficient length to achieve a minimum embedment of 1.50"into
B. For concrete (Min.f'c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(1X), non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or%"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment ointo concrete or masonry.
C. For concrete (Min.Fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed, use 3/16"diameter ITW,Tapcon or%" Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
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Refer to Installation Instructions(A010852A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
(NOMINAL SIZE MISSILE
CONFIGURATIONNOMINAL
otInwm a IMPACT
WIDTH HEIGHTi, RATINGPOS. NEG
X 3`-0" 6'-8" S0- 50 SO* 50 LMS&SMI
50 so
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
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