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db . Product Approval
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Product Approval Menu>Product or AooGcation Search>Application List>Application History>Application Detail
FL# FL16674-R12
1 xl Application Type Revision
Code Version 2017
Application Status Approved
3 a *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
'f+X.
Comments
ry
E !4 Archived
fi Product Manufacturer JELD-WEN
1 Address/Phone/Email 3737 Lakeport Blvd
t + Klamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Eu , Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
j =::•.! iq i Address/Phone/Email 3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
'i
Quality Assurance Representative
?sr ;,. Address/Phone/Email
:g
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
t 'I Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
, i
.4:
Referenced Standard and Year(of Standard) Standard Year
,. ASTM E1886 2005
ASTM E1996 2006
t
, ASTM E283 2004
Ft ASTM E330 2002
Is TAS 202 1994
Equivalence of Product Standards
tI Certified By
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Florida Building Code Online
ltlP & `�f'J yY
i'. Product Approval Method Method 1 Option A
xt` l�Yk« r Date Submitted 06/17/2019
Date Validated 06/18/2019
Date Pending FBC Approval
Date Approved 06/24/2019
Kill
1 !' Ni 3 c0 S marji Of Pro"ducts ---'�-
8
1 ,
l€ ij,i ..FL#` Model,Number or Name Description
I FL "
�.. -
` t 16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door, 3'-0"x 6-8"and
`+ ;R
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
4ifr 3 Approved for use in HVHZ: No FL16674 R12 C CAC NI011919.01-R11.pddf
e+ r 1 Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011919-R11.pdf
' Impact Resistant:Yes Quality Assurance Contract Expiration Date
t, 1 Design Pressure: +50/-50 03/30/2026
( Other: Installation Instructions
FL16674 R12 II A010851A X.OPO SS 2019-06-17.odf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
4s x FL16674 R12 AE PER6264 X OPO SS 2019-06-17.pdf
i Created by Independent Third Party: Yes
p
i �...
16674.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door, 3'-0"x 6'-8"and
a 3'-0"x W-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R12 C CAC NI011918.01-1111,pdf
Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011918-R11.12df
1i Impact Resistant:Yes Quality Assurance Contract Expiration Date
� 'y i Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674 R12 II A010852A X,-GLZ SS 2019-06-17.pdf
d Verified By: Hermes F. Norero, P.E. 73778
+' H,
F Created by Independent Third Party: Yes
Evaluation Reports
i, pty = FL°°16674•R12 AE PER6265 X GLZ.SS 2019-06-17.[�df
'i Created by Independent Third Party: Yes
,
g tsrof i 16674.3 C Design Pro/Smooth Pro/Studio Double(XX)Impact Opaque Fiberglass Door, 6-0"x 6-8"and
Fiberglass 6-0" x 8'-0",Inswing and Outswing
E ..... ..._.._
�R3 , Limits of Use Certification Agency Certificate
'�;� Approved for use in HVHZ: No FL16674 R12 C CAC NIO11916.01-R13.odf
Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011916-R11.odf
'€ Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
a a N1 fi
FL16674 R12 II A010853A XX OPO SS 2019-06-17.pdf
I � {I� � i „� Verified By: Hermes F. Norero, P.E. 73778
( ' Created by Independent Third Party: Yes
[ Evaluation Reports
FL16674 R12 AE PER6266 XX OPO SS 2019-06-17.pdf
Created by Independent Third Party: Yes
- ............. --.......... ......_._..— .. _.. ... -- _..............
......_._ _.�
iPK `" 16674.4 D Design Pro/Smooth Pro Fiberglass Double-(XX)Impact Glazed Fiberglass Door, 6'-0 x 6'-8"and
iw
64"x 8'-0",Inswing and Outswing
ss1� Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R12 C tACNI01117.01-RIO.2df
Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011917-R11.odf
I° 4 Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2026
k
pAg , Other: Installation Instructions
r 9
FL16674 R12 1I A010854A XX.GL'Z SS 2019-06-17.i) f
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
�.` Evaluation Reports
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Irl I
Florida Building Code Online
FL16674.R12 AE PER6267 XX GLZ SS 2019-06-17.pddf
Created by Independent Third Party: Yes
116674.5 E Design Pro/Smooth Pro/Studio Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque
Fiberglass Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and
Outswing
] Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL].6674 R12 C CAC NI011922.01-R12 odf
�8 ��= ( Approved for use outside HVHZ:Yes X16674 R A NI011 -R1112d
t ° X I Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
i" Other: Installation Instructions
FL16674 R12 II A010855A OXO OX OPO SS 2019-06-17.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Parry: Yes
[ flp Evaluation Reports
FL16674 R12 AE PER6268 OXO OPO SS 2019-06-17.[)df
Created by Independent Third Party: Yes
r; 5 9 u ---.. .----- —_ ............ — _..... _— _..
16674.6 F Design Pro/Smooth Pro Fiberglass Single with side lite(s) (X,O/O,X/O,X,O)Impact Glazed
Fiberglass Door,9'-0"x 6'-8"and 9'-0"x 8'-0", Inswing and
`
Outswing
g
5 : 'Limits of Use Certification Agency Certificate
f 4 ] Approved for use in HVHZ: No FL16674 R1 A NI0119 4.01-R10.pdf
1C a ;aqi� Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011924-R11.pdf
Impact Resistant:Yes FL16674 R1 _A N 0144 ;o
-R df
1 I Design Pressure: N/A
Quality Assurance Contract Expiration Date
Other:
a 03/30/2026
° Installation Instructions
FL16674 R12 II A010856A OXO,OX GLZ SS 2019-06-17{Zdf
} Verified By:_Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
` Evaluation Reports
FL16674 R12 AE PER6269 OXO GLZ SS 2019-06-17.odf
a Created by Independent Third Party: Yes
A{' µ i 16674.7 G Design Pro/Smooth Pro/Studio Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
Fiberglass Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
3 ' Approved for use in HVHZ: No FL16674 R12 C CAC NI011 14.01-R11.pdf
Approved for use outside HVHZ:Yes FL16674 R12 C CAC NI011914-R12.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
t }tYN ; Other: Installation Instructions
{ FL16674 R12 II A010857A OXXO.OXX OPO SS 2019-06-
17•pdf
" p
��� � • Verified By: Hermes F. Norero, P.E. 73778 f
[ Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R12 AE PER6270 OXXO OPO SS 2019-06-1.7.pdf
Created by Independent Third Party: Yes
rt gt 116674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
i, Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-0", Inswing and
Outswing
Limits of Use Certification Agency Certificate
Approved for use in
HZ: No FL16674 R12 C CAC
Approved for use outside sRHVHZ:Yes FL16674 R12 C CAC NI011915-R11pdfpdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
`x i9 s j Design Pressure: N/A 03/30/2026
' ty Other: Installation Instructions
* FL16674 Rig I1 A010858A OXXO, OXX GLZ SS 2019-06-
iI
9 �a'r+ 1 .(fid
Verified By:Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
� Evaluation Reports
1 f i FL16674 R12 AE PER6271 OXXO GLZ SS 2019 06-17.[�df
:+
Created by Independent Third Party: Yes
f #} E
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NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011924.01-R10
tnV
$ DATE: 03/27/2014
" CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
.~ CODE: 1822-1
plies a REVISION DATE: 05/21/2019
To verify that the"Notice of Product Certification'is valid,please visit wNN-w.NAMICerti.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 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 In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Door w/Glazed Sidelites
Configuration:OXO
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-2847mm(112.12") H-2487mm(97.93")
OS Frame:W-2847mm(112.12") 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: +45/45 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualities Configurations:XO/OXO
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJW2013-209-TAS/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-
210-3924-0 l/N CTL-210-3925-03/SJ W2010-003/SJ W2014-032/NCTL-210-3930-01/N CTL-210-3 930-
02/SJW2014-068/SJW2014-071/SJW2014-069/SJW2014-079/W-1675 W-1708/W-1783/W-1799/W-1861/W-
1899/W-1904
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
NOTICE OF PRODUCT CERTIFICATION
i °i, C>~�iTtF{
acek
CERTIFICATION NO: NI011924-RII
.. M DATE: 03/27/2014
CERTIFICATION PROGRAM: Structural.
COMPANY: JELD-WEN
'ctrF�r-ri`� 3
CODE: 1822-1
4Y!^ j.
REVISION DATE: 05/21/2019
To verify that the"Notice of Product Certification"is valid,please visit wNN-"r.NAIA,tICerti tication.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 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 In-Swing or
Klamath Falls, OR 97601 t Out-Swing Side-Hinged Door w/Glazed Sidelites
B
Configuration:OXO
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-2847mm(112.12") H-2081mm(81.93")
OS Frame: W-2847mm(112.12") H-2081mm(81.25")
Panel: W-908mm(35.75") H-2012mm(79.25")
DLO: W-606mm(23.87") H-1587mm(62.50")
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 Qualifies Configurations:XO/OXO
AAMA 1304-04
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-137-TAS/SJW2013-241/SJW2013-242/SJW2013-208-
TAS/SJW2013-209-TAS/SJW2013-234/SJW2013-235/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-
210-3924-01/N CTL-210-3925-03/SJ W2010-003/SJ W2014-032/NCTL-210-3930-0 I/NCTL-210-3930-
02/SJW2014-068/SJW2014-071/SJW2014-069/SJW2014-079/SJW2013-238/W-1675W-1708/W-1783/W-1799
/W-1861/W 1899/W-1904
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
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI013412-115
3r DATE: 11/08/2016
l CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
„ N,� `" CODE: 1822-1
REVISION DATE: 05/20/2019
To verify that the"Notice of Product Certification'is valid,please visit www.NAMICertification.coni to assure that
the product is active and currently listed.This certification represents product conformity to the applicable specification
and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product
to claim certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN Doors Series "Jeld-Wen Design/Smooth
3737 Lakeport Drive Pro/Studio' Glazed Fiberglass
Klamath Falls, OR 97601 Inswing & Outswing Sidelite
Configuration:O
Glazing:IG-Ext.- 1/8"Annealed Glass/0.090"Solutia
PVB Interlayer/1/8"Annealed Glass/Int.- 1/8"
Tempered Glass
Frame: W-950mm(37.44") H-2051mm(80.75")
Panel: W-909mm(35.75") H-2013mm(79.25")
DLO: W-522mm(20.5") H-1588mm(62.5")
SPECIFICATION PRODUCT RATING
ASTM E1886-02/04/05/13a Design Pressure: ±3120 Pa (65 psf)
ASTM E1996-02/04/06/09/12a Wind Zone 3 -Missile Level D
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-1 10-16-125/W-1799W-1861/W-1 899/W-1904
Expiration Date: June 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
-743/4"MAX.O.A.WIDTFI PREPARED BY:
313/11" 37 3/8"
ELD,�""W
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IMPACT APPROVED a ACTIVE ` FIXFD r "�" y
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GENENAL NOTES: , , G O w m a
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1. THE PRODUCE SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT � TYP.ELEVATION 1` TYP.ELEVATION 3 Z
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL REST DENTIAL CODE(I RC),AND FLORI DA BUILDING CODE ,40O9awsr�iow°"`a°rmmOi^iaDx[rurM °'°°""` a� w z
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: LLJ Q
• ASTM E283-D4 ]xe 1121/8"MAX.O.A.WIDi lei_' J w
• ASTM E33D-02 373/8'
• ASTM E1886-05 FRAME
• ASTM E1996.06 TYP, a 1=
• AAMA 1304-02 > F"•1
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w r r
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE ,,-, aF
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 l7
INSTALLATION. _ . o¢ REMARKS BY DATE
r�
Add AOA sill,MDIIFPoIDt tmk, GL 06/23/14
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR i9°o B s O O Radius Lae®Owed Sidelite
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED z z ACTNE ' FIXED o
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS
DOCUMENT. N Ci =a
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4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT 2 FIXE ♦, .0 no]ee e[moo[¢EProu+mxuax ruir
RESISTANCE FOR WIND ZONE 3 OR LESS. Durw naJ mxs[eNoemluwe Deans,�xc
nrtneaaugnomnrue unxr DxmxFe
oo<usu[xrAe[xmvrexunl•xxD
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S. GIASS MEETS THE REQUIREMEFITSOFASTM E1300 GLASS CHARTS.SEE SHEET 4FOR GLAZING DETAILS. s D ABnxDs]rws
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6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN
s e e ` `5571 LT111I FJJ///��
e NP.ELEVATION 2 ♦♦ E i�
GLASS,DECORATIVE AND EXTERNAL WROUGHT IRON.RADIUS(SHAPED)LITES ARE QUALIFIED FOR 6'-8"DOORS °,•°°°o•�ri•Ju°u,lJ ♦♦ .. O
mvwxsxD.ls ws.]vvawa¢x[n
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AT DP./-50 PSF ONLY. `w ;�,•E - ��
7. NOTE:OPERATING AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE(WTP)OF 9.75 PSF. N3.ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAY BE LEFT N �O
FIXED SIDEUTE MEETS WATER INFILTRATION AT WTP OF 7.5 PSF.REMAINING SILLS NOT RATED FOR WATER HAND OR RIGHT HAND OPERATING DOORS.
INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT MEETS THIS REQUIREMENT, 2. SIDELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN 'O
PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY OVERHANG SUCH THAT OVERHANG ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED. $A OF
(OH)RATIO=OH LENGTH a OH HEIGHT IS>_1.0 �i wA eaa
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MAX.OVERALL DESIGN PRESSURE(PSF) '�j�� k ••
TABLE OF CONTENTS NOMINAL SIZE MISSILE s a♦
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FINGER-JOINTED PINE ALL OTHER MATERIALS / .�
SHEET REVISION SHEET DESCRIPTION CONFIGURATION IMPACT '{Hf"' QQ "
INSWING OIJTSWING INSWING OUTSWING RATING I itall Bi ned tmas'F Norero
1 A TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES WIDTH HEIGHT 9 Y 9
POS. NEG. POS. NEG. POS. NEG. POS. NEG. eason:I am approving INS document
2 A TYPICAL ELEVATIONS O 3'-0" 6'-6• 65• 65 65• 65 50• 50 50• 50 LMI&SMI ate:2019.06.1711:32:35-04'09
3 A TYPICAL ANCHOR LAYOUTS AND NOTES 0,%,O g'-0° V-8" 50• 50 50• 50 50• 50 501 50 LMI&SMI DATE: 02.05.14
4 A QUALIFIED CONFIGURATIONS&GLAZING DETAILDWG. Y: A CHK. Y:
SS
O,X,O RADIUS 9'-0' 6'-8" 50• S0 50• 50 501 S0 50• 50 LMI&SMI WG J M SS M
S - OPTIONAL 2X BUCK ANCHORING DETAILS DAD9'-0" 8'-0" 45• 45 45' 45 45' 45 45• 45 UMI&SMI
- SCALE: NTS
6 A VERTICAL ASSEMBLIES
0 3'-0" 8'-0° 50 50 50• 50 50. 50 50 50 LMI&SMI A010856A
7 A HORIZONTALDWG.R:
HORIZONTAL ASSEMBLIES X,O 6'-0" 6'-8" SD• 50 SO- 50 50• 50 50• 50 LMI&SMI
B A WOODSUBSTRATES777MOT77 7""77"77 SHEET: OF10
50` 50 5U 5 50• S0 50• 50 LMI&SMI
9 A CONCRETE SUBSTRATES X,O 6'-0" 1 8'-D° 1 45• 1 45 45- 45 45' 1 45 45• 45 LMI&SMI
10 A COMPONENTS&BILL OF MATERIALS' 'SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
PREPARED BY:
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BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD..STE.338
37 3/8" DANIABEACH.FL 310M
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FR
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REMARKS BY DATE
—74 3/4"MAX.O.A.WIDTH—
Add ADA sill,Multi-Pain[Lock, GL 06/23/14
Radius Lite 8 Boxed Sidelite
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3 z .0.,° 9 , HITYP.ELEVATION 2 ��EfRtf Rr. �W VQ7R
ELEVATION
DATE: 02.05.14
GLjTSS
]M �mss
SCALE: NTS
DWG.n::A010856A
NOTES: SHEET: OF 10
1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT
HAND OR RIGHT HAND OPERATING DOORS.
2. SIDELITE MAYBE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN L
ABOVE AS LONG AS O.A.DIMENSIONS ARE NOT SURPASSED.
y
INSTALLATION NOTES: PREPARED BY:
Q1. ONE(1)INSTALLATION ANCHOR 15 REQUIRED AT EACH ANCHOR LOCATION SHOWN, s=E TABLE 112 1/8"MAX.D.A.WIDTH 1
FOR QTY. 1 1/2"TYP.
2. SHIM ST CKTO REQUIRED EACH INSTALLATION ANCHOR WITHLOADOR
RING EATER CCU MAXIMUM ALLOWABLE C3 C3 — 3"TYP. BUILDING DROPS,INC.
SHIM STACK TO BE 41NCH.SHIM WHERE SPACE OF 1 SG INCH OR GREATER OCCURS.SHIM(S)SHALL BE 3°TYP
U / ()
398 E.DAR-a BEACH BL'lD..FTE.l3B
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. MBFaa.n avDw
_ DnDN:19FJ1399dJTB
' 2 AX:199JITJAJl3A
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO y y y WEB ww h,,l'616""t+rvD
STUCCO,FOAM,BRICK VENEER,AND SIDING.
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL O.I "
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS. m 4 I I < = Z m p m
_ n
5. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR °p m
JOINTS.EDGE 01STANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE i9 m 2 0 8 o C> '•' _'e
SHELL OF BLOCK. zz u I I I L) = In 5.F '—^
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK i-J�.O w jil
CONCRETE/MASONRY CONSTRUCTION. p ,� Og7. INSTALLATIONANCNOR CAPACITIES FOO PRODUCTS HEREIN AR[OASED ON SUBSTRATE MATERIALS WITH THE , °' I p a /--lo
FOLLOWING PROPERTIES: a
FI D AC VE FI - d
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. —� _ _ �_ D— z O
B'CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. O U �
C.GROUT-FILLED CMU-UNITSTRENGTH CONFORMS TOASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH 3"TYP. W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 A3 A3 — 3"TVP. (Z Q ...
P51. �11TYP.ANCHOR LAYOUT
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMSTO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. +_r D3 mmD9RFIalr W s
CL
S. SEE SHEETS BAND 9 FOR MORE DETAILS Of THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR E TAR E F�
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING. FOR QTY. 74 3/4"MAX.O.A.WIDT 1_11 3/8"MAX.
O.A.WIDTH REMARKS BY DATE
3"TYP: 1 1/2"TY "TYP. 3°TYP.
9. OPTIONALLY,ANCHORS CAN 8E PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM C3 Q Add ADA sill,Multi-Pdnt Lock. GL 06/23/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
I _ Radius Lite&Bored 9delitc
a
ANCHORTABLE y y I I y
I11 io I iD
6'8"DOORS 8'0"DOORS _ _ ly i �, A.—rY �u�x oc BunaxcoaoDsxc.
r tI Nnl BF BFDflWUCFO iv WxIX[OR Dort
m W - - Ur I a'TFMTONF.nDD1110xFRIDNUGNBNGEX—ER
ANCHOR TYPE ANCHOR SUBSTRATE MIN. IN.EDGE #OF NOF I.ti w m I N= n oxcF DT11DATE Mcxr-AlerraltJFnlwD
SIZE EMBEDMENT DISTANCE MAX.O.C. MAX.O.G m ¢ Q ^ W I mQ Mva IDI L I InI U
SPACING AT ANCHORS AT SPACING AT ANCHORS AT in
HEAD SILL HEAD/SILL Z 0 ®
JAMBS L JAMBS CLUSTERS 3 i" u I I = ZED
" _
WOOD SCREW q10 2K WOOD BULK 1-1/2" 3/4" 1J-1/2" 4 17-1/4° 4 Z 0 Q I I C 2i O Q �, L�•E••S•• '�
OR FRAMING O—'� w I i N 0 z I N * 7 7 Q
I( W
17-1/4" 4 � r
1-3/8•-CONC. OF
ELCO ULTRACON 1/4" CONCRETE/[MU 1-1/4"-CMU 1' 17-1/2" 4 17-1/4" q A VE FIJ�D = F 'D - ,'d�� -�O )D�P�s• �[V``�e
'ILL
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 1" 11-5/8' 8 143/8" 6 A3 A3 3 TYP. I iyi's� F�[x
3"TYP. 1-31.TYP. i�[�rr war "Sulry.Pt49sn
B3 P.ANCHOR LAYOUT /31TYP.ANCHOR LAYOUT
_
wra.
2-09%21/2"PFH er Deee 9DDFIm9m Ero+rmw9R xocm
SCREWS
DETAIL D3 02.05.14
TVP.HOPPE 25 26 DATE:
MULTI-POINT SHOOT BOLT NOTES: Y:DWG. CHK. Y.
PLATE LOCATION 1. ALL DOORS SHOWN IN CONFIGURATIONS ON THIS SHEET MAYBE LEFT GLfT1M SS/MSS
DETAIL B3 (RH PLATE SHOWN) HAND OR RIGHT HAND OPERATING DOORS. SCALE: NTS
TYP.HOPPE D2 2. 51DELITE MAY BE USED IN LIEU OF DOOR IN CONFIGURATIONS SHOWN p
MULTI-POINT SHOOT BOLT 7fWi0PPE
TOM SHOOT ABOVE AS LONG AS O.A.DIMENSIONS ARE NOTSURPASSED. DWG.q:A010856A
PLATE LOCATION PLATE
#2098911 SHEET: OF 10
X21/2"PFH SILLSECiIONVIEW HEAD SECTION VIEW
PFH SCREWS INSWINGSMDWNDLRSYIING RMIWI INSWING FHOWN OUESWING SIMRAR
FEE DEFAA BF SEE DETAIL D3
PREPAR7BLVD,
r r r ♦ r ♦ r r r ♦ BUILOPS,INC.398 E.DLVD.SECTSDL 3BDDA&1)8.4138
e B e e WFB:wwIv.NNIl0ingxroPR.Tnm
J W
J
ILI z lw
OO p m
C2 F. J 'LLL"99
O,X,O ELEVATION [� O,X,O ELEVATION X,O ELEVATION X,O ELEVATION a FQ 3 a z
4 WITH 3'0'SIDELITES WITX 1'3'SIDFIRE� wITH 3.0'SIDEIITE } WRN 1'i'SIDELITE
Q
O C7
LL
aO N15
We
1 MAX. c
k ( m
co
INTERIOR EXTERIOR .l s
e e 1/8"ANNEALED GLASS Q
• • SEALANT 0.090"SOLUTIA PVB INTERLAYER M�x
1/8"TEMPERED GLASS lii ti
\ \ EALANT
r
z m REMARKS B DATE
�i N LU4 Add ADA sill,Multi-Point Lock, GL 06/23/14
O,X ELEVATION O,X ELEVATION O ELEVATION O ELEVATION °�g ��SS RadiusLite&BDaedSideliie
WITH 3'0'tI0E111E WITH I'3'SIDEI"E 4 3b'SIDEUTE 3'3'SIDFIITE L7 DOW995
STRUCTURAL
SEALANT
NOTE: "DocuM NT STN PROPERIYo emlDirvc OxOPs,We
ALL DOORS SHOWN IN CONFOINWIDUORPART
IGURATIONS ANI°Ioui ARMEN CCNSFMUF BUILDING DNOM.I C
ON THIS SHEET MAY BE LEFT HAND OR /f$�LAZING DETAIL OPTION A0.F1 NAlIONS,ADUIHONS.HIGHUGHIING,OROIMN
RIGHT HAND OPERATING DOORS. Q zD 11x'MARD.LO.WIOTx GS TO THIS DOCUMENTARE NOT PERMITTED AND
625/8'MAX D.LO.HEIGHT
INVALIDATE OUR CFPTIFICATION.
30X6&ONLY 1,111111111"','
1"MAX. 1"MAX. 1"MAX. 1"MAX. ♦♦♦\ Q 'rr
r
1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE 1/2"AIRSPACE ♦♦♦ •• rrr
INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR '* N 7 7 O
,-1/8"ANNEALED GLASS 1/8"ANNEALED GLASS 18"ANNEALED GLASS
i= Z F r / 1/8"ANNEALED GLASS
N 0.090"SOLUTIA PVB INTERLAYER N 0.090"SOLUTIA PVB INTERLAYER a-S 0.090"SOLUTIA PVB INTERLAYER Z 0.090"SGP INTERLAYER S A OF (r
aD
—1/8"TEMPERED GLASS ro� '-1/8"TEMPERED GLASS w
1/8--TEM
GLASS fD BY DUPONT QA ^ 4/ `
In NS S ti 1/8"TEMPERED GLASS �r A FIyPy'B�Y!/
DOW 995 SILICONE DOW 995 SILICONEBEACxt1,L$[E;3`38R
DOW 995 SILICONE DOW 995 SILICONE End rilllty LOF u�o SNgtt�I9sI6
20 20 21 23
REDI-SEAL REDI-SEAL A
DOW 995 SILICONE DATE: 02.05.Z4
DWG. Y: CHK. Y:
M6'-8"GLAZING DETAIL /M8'-0"GLAZING DETAIL /M FLUSH GLAZE DETAIL /12-, GLAZING DETAIL GL/TJM $$TMSS
4 201/2-MAR.O.LO.WIDTII 4 201/2'MAX.D.LO.WIDTII 4 231/8'MAII.O.LO.WIDTH 4 f00.OVA45UNBUFUST.MIDROUND TOPS
621/3'MAX.D.LO.HEIGHT 781/2'MAX.O.LO.HEIGHT 787/8•MAX.D.L.O. TSO.HEIGHT IN 6.8'UNITS AT DP./-65 PST ONLY SCALE: �L A
NOTE: DWG.N:AOZO856A
FRACTIONAL GLAZING,INCLUDING INTERNALGRID,BLINDS SHEET: OF10
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS(SHAPED)UNITS ARE APPROVED IN ALL GLAZING n
DETAILS SHOWN ABOVE. 4
PREPARED BY:
/Z
41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. 41/2"TYP. BUILDING DROPS,INC.
39P E.DANIA BEACH BLVD..STE.33P
DANIA REACH,FL 330W
11/2"OFFSET TYP. 11/2"OFFSET TYP. 11/2"OFFSET TYP. 1 1/2"OFFSETfYIPH:1954139884>8
rt1 T TAX:(95) .4738
wEO:vru b. .Idingd,p,-
m m �
II Do I w w p a oc 6
co
I I I Q.CL °W I
X
I I I �IQ- N(D
I I I a 0 0
I I I a U
I I j o °a
m m w h
M ANCHOR LAYOUT TYP.ANCHOR LAYOUT TYP.ANCHOR LAYOUT REMARKS BY DATE
S PTIONAL ZX RUCK IN CONCRETE/MASONRY 5 PTIONAL ZX BUCK IN CONMEtE/MASONRY 5 PTIONAL Z%BUCK IN CONCRETE/MASONRY Add ADA Sill,multi-Point Lock, GL 06/23/14
Radius Lite&Boxed Sidelite
I I B U. IS H PROPEPIYO BUBURDPOP,INC
HAI I NOT BE RFPNODUCFDIN LNNDIf OV PART
t*LTEAATIONS.A00410NSTHIG -TING.OR OPiNFD
MARDNGS TO THIS DOCUMENT ARE Not PERMITTED AND
NvAnn_
CUP
i 1/4"MIN.EMBED TYP.
SEE TABLE 2X BUCK ANCHOR TABLE ��� �\•E••5'"' .p
wo r
r
py- SIZE EMBEDMENT 5'8"DOORS 8'0"DOORS
- z Z MIN.EDGE MIN.CENTER
ANCHOR TYPE ANCHOR SUBSTRATE MIN' DIST.TO TO CENTER xT S A OF
MAX.O.C. MAX.O.C.
N SUBSTRATE DISTANCE a
SPACING AT SPACING AT
2XWOOD BUCK INSTALL. JAMBS JAMBS ��
2X WOOD BUCK i r2B3��
ny
ANCHOR PER BUCK ANCHOR TABLE En4cNH ayu104'
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" 1. PIT OPIEAtIDy"14���R
ELCO ULTRACON 1/4" CONCRETE/CMU 1'/4.:'O'
CONC' 1" 4" 25" 30-1/4"
�2X WOOD BUCK INSTALL. �2X WOOD BUCK INSTALL. 1-1/a"-cMu
5 CPO55 SECTION SIDF VIEW
DATE: 02.05.14
NOTES: DWG. Y: CHK.BY:
GL TJM SS/MSS
1. 2X BUCK IS NOT FOR INSTALLATION AT SILL.THRESHOLD SHALL BE FASTENED SCALE: NTS
IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 3. "ITS
2. ANCHORS MAY BE STAGGERED AS SHOWN IN DETAIL 5/5. oWG.a:A010856A
SHEET: OF10
5
PREPARED BY:
1 48 X 2-1/2"PFH / '
6"FROM CORNERS, BUILDING DROPS,INC.
ONE AT MIDSPAN 398 E.DANIA BEACH BLVD.,STE.338
DANIA BEACH,FL478 8 1
PN:1954119984)8
FAX:19541)4iA)38
x.\•\\.. T.\ ,\.. 3 weB:x,aw.Dwmmsn."P:.,.cm
e L
INTERIOR EXTERIOR INTERIOR EXTERIOR EXTERIOR •�. INTERIOR ,o
v E'er.
�m
4 I ] Fo "o
W ro
D Q� w o��
WLL
=LL CO gaix
a LL
OQ LU My
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�1 OPERABLE HEAD SIDELITE HEAD �1 OPERABLE SILL o� a Z;
6 OUTSWINGSHOWN-INSWINGSIMILAR 6 OUTSWINGSHOWN-INSWINGSIMILAR 6 INSWING a V W;
h K
W W
O
4
r J
F
#8 X 2-1/2"PFH 7
8 INTERIOR 6"FROM CORNERS, REMARKS BY DATE
ONE AT MIDSPAN Add ADA sill,Multi-Point Lack, GL 06/73/14
S ./ EXTERIOR a 1 INTERIOR EXTERIOR INTERIOR EXTERIOR Radius Lit,&Boxed Sidelite
" \• \ \ 3 .)!;i4.3S' C 1HI OOCUMENiISiNEPROPERIYOfBUROINCDROPS.-
f'•P:�y,„< �,' 19 G WttXOUI WPITEENFORPRT
GCOxSFNt OG aUItOIxG DBOMH.tIxG
MARNINGSiO TER
HIS DOCUMENTAPE NOT PERMRTED AND
DATFOUa CFRiIGICATION.
OPERABLE SILL SIDELITE SILL OPERABLE SILL
6 OUTSWING 6 OUTSWING SHOWN-INSWING SIMILAR6 OUTSWING Q
OPTIONAL AFCO H-497 �\ E •S �o
.� N 7 7
C)
Sq OF
INTERIOR EXTERIOR 1, "eL110N NR"R
6
DATE: 02.05.14
OPERABLE ADA SILL DWG. Y: CHK. Y:
GL�TJM SS�MSS
6 INSWING/OUTSWING SCALE: NTS
DWG.#:AO1O856A
SHEET: OF10
6
PREPARED 8Y:
HINGE DETAIL2-AT/2"PFHJAMB: Q °
NOTE: PLACE#9%2-1/2"PFH SCREW
HINGE AND LOCK ARE INTERCHANGEABLE NEXT TO WEATHERSTRIP
AT THE MULLION.
BUILDING DROPS,INC.
15 16 % 1 1 \ \ 3981*UANIA tltACN tlLVU.,911.338
// \\ UANIA BEACH,FL 3300)
8 INTEflIOR �� IN:19hA1399BA>8
FA%:19541�44.4)3fl
8 INTERIOR #8 X 2-1/2"PFH INTERIOR ���, / / WFB:www.builCingdrops.<"m
6"FROM CORNERS,
171/4"O.C.TYP. j '� 1-99 X 2-1/2"PHILLIPS \
\ FLATHEAD WOOD SCREW
\ N
L3J �o m
3 3-49%3/4"PHILLIPS O DO DO !3
!3 m
EXTERIOR EXTERIOR \ O FLATHEAD WOOD SCREWS LL e
EXTERIOR 4-49 PHILLIPS FLATHEAD WOOD SCREWS HINGE SCHEDULE .–C a LU
< a
24 USE 3/4"LENGTH FOR 6'-8"DOORS DOOR HEIGHT QUANTITY aO Q Ln
USE 1"LENGTH FOR 8'-0"DOORS 6'-8" 3 V J
LOCK JAMB r21 FIXED JAMB X31 HINGE JAMB s'-o" aOr
o aY
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR z O W
l7 CC
4 OEm
J
APPLY DAP ALEX PLUS SILICONE 11 APPLY DAP ALEX PLUS SILICONE 10 APPLY DAP ALEX PLUS SILICONE W z
OR EQUIV.ADHESIVE SEALANT _ OR EQUIV.ADHESIVE SEALANT ;H OR EQUIV.ADHESIVE SEALANT '• r`
BETWEEN JAMBS BEFORE BETWEEN IAMBS BEFORE BETWEEN IAMBS BEFORE J
MULLING MULLING l- MULLING �-
98 X 2"PFH SCREW #8 X 3"PFH SCREW #B X 3"PFH SCREW REMARKS BY DATE
AT EACH MULLION. - AT EACH MULLION. AT EACH MULLION. Add ADA sill,MNITI-Pol,t Lock, GL 06/23/14
\� 6"FROM CORNERS, 6"FROM CORNERS, �. 6"FROM CORNERS,
14 1/2"O.C.TYP. � 14 1/2"O.C.TYP. •��. 14 1/2"O.C.TYP.
Radius Lire&Bo%ed Sideliie
JAMB MATERIAL: // JAMB MATERIAL:
JAMB MATERIAL:
�, FINGER JOINT WOOD, r E N
FINGER JOINT WOOD % FINGER JOINT WOOD,
SOLID WOOD,LVL, 8
• OR SOLID WOOD \ SOLID WOOD,OR LVL WITH— ITER CONSENT OFowwnGDRO INC
�. \ OR COMPOSITE rttlouT ALTERAT ONS,ADLONSFNT LFUCHTING OR OTHER
2 0.a[IxG5TNIATHIS 00CUMENTARE NOT FE MrtTFO AND
150"i--I I INVALIOA tOUx CIBIIfIC0.110N.IIl —�1.
0.75" 3.00 50"
`�\��`` Q
BACK-TO-BACK JAMB 5 B CK-TO-BACK JAMB BACK-TO-BACK JAMB INTEGRAL MULLION ; E S �,
7 NO MULLION REINFORCEMENT7 1X MULLION REINFORCEMENT 7 2X MULLION REINFORCEMENT 7 FOR 6'8"UNITS AT MAX DIP 55 PSF ONLY
Sq
8-#9 X 2 1/2"PFH 18 NOTE: 'X3 OF .•
W/STRIKE HARDWARE 17 ALL SOLID WOODUSED IN MULLION ASSEMBLIES ABOVE O,� (V
3 #8%2"PFH TO BE PONDEROSA PINE(MIN.S.G.=0.45)OR GREATER. �� QaP'•
4-MPL STRIKE PLATES i '#gM
EXTERIOR W/STRIKE HARDWARE 4-#8X13/8"PFH �i S.mS I BEACH " ?
1-MPL STRIKE PLATE\ EXTERIOR 1-REINFORCEMENT PLATE /�gGtyF r.GEonl nngraAapfiT9s�ie
HOPPE#2512296
0
o 0
INTERIOR o INTERIOR o
DATE: 02.05.14
DWG. Y: CHK. Y:
GLITJM SS/MSS
9-#9 X 13/4"PFH 13-118 X 13/8"PFH(6'-8"UNITS) SCALE: NTS
8 W/HARDWARE 8 15-48 X 13/8"PFH(8'-0"UNITS)
(6'-8"&8'-0"UNITS) COMES W/HARDWARE DWG.#:A010856A
ROCKWELL MULTI-POINT LOCK HOPPE MULTI-POINT LOCK SHEET: OF10
� � 1 HOPPE MULTI-POINT LOCK 7
7 OUTSWING SHOWN-INSWING SIMILAR 7 OUTSWING SHOWN-INSWING SIMILAR 7 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY
PREPARED BY:
2X WOOD BUCK
WOOD ANCHOR
H N SEE TABLE ON SHEET 2
MIN. SILICONE
j/ BUILDING EDROPS,INC.
EDGE DIST. ��� X WOOD ANCHOR oaxlanucn.nsxlwTE
SEE TABLE SH.3 o r SEE TABLE ON SHEET 3 t.UC.
iax;(9 WA4.47.
N W w AEB:w�w U1kingtllop,l
w 2X WOOD BUCK z F
�W
o n„m
*WOODANCHOR
2X WOOD BUCK z b
1 0.25" MINMAX. EDGE 01ST. C w a
SHIM SEE TABLE SHEET 3 '-
SEE TABLE ON SHEET 3 MIN.EMBED.
SEE TABLE SH.3 ¢ H m x
1 HEAD(TYPICAL) aJAMB'(TYPICAL) 3 OPERABLE SILLu co
as co z
8 OUTSWING SHOWN-INSWING SIMILAR 8 OUTSWING SHOWN-INSWING SIMILAR 8 INSWING a 0 W
WOODANCHOR
O
c
WOODANCHOR WOOD ANCHOR ssf
SEE TABLE ON SHEETS a SEE TABLE ON SHEETS SEE TABLE ON SHEET 3 p a
L9
SILICONE ..
SILICONE SILICONE w
w w I 2X WOOD BUCK w 2X WOOD BUCK ~
i t z F z r REMARKS BY DATE
vWwi fw w Add ADA sill,M,,.,d 5idlitent GL 06/23/14
2X WOOD BUCK
Radius Lite&Boxed Bidellte
MIN. MIN. MIN.
EDGEDIST. EDGE DIST. EDGE DIST. TOMs x
SEE TABLE SH.3 SEE TABLE SH 3 SEE TABLE SH.3 "xo sena xorar"rncaxixw vmau oa v"aT
wrtnourvmmrxcaussm of euuoxo onovs,vc
a I.—TC La°OOI°NS,NIG DIIGm1°"OMEN
OPERABLE SILL �SIDELITE SILL(MULLED UNIT) � OPERABLE SILL "'"°°""`"'""`"° ""'�`°'"°
x a°x"at� r atr�x
OUTSWING $ OUTSWING SHOWN-INSWING SIMILAR S. HIGH BUMP OUTSWING
AFCO H-497 ...
CONCRETE ANCHOR N 7 T
SEE TABLE ON SHEET 3
SILICONE i
\ 5 A OF
w w
L9 OK
2K WOOD BUCK \\�\\\���\��\ SILICONE
2X WOOD BUCK pis E:�perx�,pLpL�tLL-��-�a�a
f N � 'e6/�r.v IDm>x iaprp�e�
MIN.
EDGE DIST.
SEE TABLE SH.3
OPERABLE ADA SILL SIDELITE SILL(STAND-ALONE) DATE: OZ.O5.14
DWG. Y: CHK. Y:
8 INSWING/OUTSWING —OUTSWINGSHOWN-INSWING SIMILAR GAM SS MSS
NO ANCOR REQUIRED SCALE: NTS
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW DWG.s:A010856A
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: 0 F 1 U
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
8
PREPARED BY:
IX WOOD BUCK BUILDING DROPS,INC.
MIN. ^' (OPTIONAL) 398 E.-BEACH BCA.,SIE.338
Z . DAENHABEAcx.P.3bW
EDGE DIST. ,,,w ��
SEE TABLE SH.3 z S CONCRETE ANCHOR �19SJI394Ba38
N % SEE TABLE ON SHEETS oax:.bs [ d.
CONCRETE ANCHOR wee:vAw.emiaingempsmn•
SILICONE
SEE TABLE ON SHEET �
W
WJ CONCRETE/ -
ma MASONRY
z_ BY OTHERS !• ? W p W p h m m
yl( IX WOOD BUCK ? I x a of S Q
(OPTIONAL) "�: I I 0.25" CONCRETE/ y N
n % —It—MAX. MIN MASONRY O Q m "mom' a LL
C;2 h % % • SHIM EDGE DIST. BY OTHERS t � FF7�
CONCRETEANCHOMIN.EMBED.R CONCRETE/MASONRY BY OTHERS SEETABLESHEET3 a In F-1�
Lu r—,o
SEE TABLE ON SHEETS `SEE TABLE SH.3 y
HEAD (TYPICAL) JAMB (TYPICAL) 3�OPERABLE SILL w z
9 OUTSWING SHOWN-INSWING SIMILAR 9 OUTSWING SHOWN-INSWING SIMILAR9 INSWING C)
W�z
w J
n OCRETE ANCHOR CONCRETE ANCHOR
E ON SHEETS SEE TABLE ON SHEET 3 r
CONCRETE ANCHOR
SEE TABLE ON SHEETS fSEE"TABL
�� _� 19 SILICONE REMARKS B DATE
^.`. i..- SILICONE \� �� m J:S%4j:' Add ADA Sill,Mufti-Point Lock, GL 06/23/14
m 'd' .•d �W I , SILICONE j •d
Radius Me&Boxedsmelite
Q A Q d d
N CONCRETE/ w CONCPETE/ f W CONCRETE/
MASONRY " d MASONRY '^ MASONRY "Anoseai xLir BE Bs:wAiwuu
BY OTHERS BYOTHERS BY OTHERSVMn.BAl t[N fonSE„a eu mnco•ovs:uc.
MIN. AL3E•nons,•ocmons, ws,onmxEB
EDGE DIST. w+xnncsro mrsoocurERr ABE vor rE•vvrreo•uo
MIN. MIN. SEE TABLE SH.3 iwu B.r n rE•nwmnn
EDGE DIST. EDGE DIST. lAll/TT7jr
SEE TABLE SH.3 SEE TABLE SH.3 ��%,`Lj1l11 Q
4 OPERABLE SILL 5 SIDELITE SILL(MULLED UNIT) OPERABLE SILL : 0
9 OUTSWING 9 OUTSWINGSHOWN-INSWINGSIMILAR 9 HIGH BUMP OUTSWING N . T 7
AFCO H-497
/
/—CONCRETE ANCHOR O S A OF �=SEE TABLE ON SHEET 3 �'n 0 IDP:.
SILICONE
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N CONCRETE/
MASONRY I �. 4"4
SILICONE
F� BY OTHERS DATE: 02,05,14
MIN. MASCNHYE/ DWG. Y: CHK. Y:
EDGE DIST. BY OTHERS G L/TJ M SS/MSS
SEE TABLE SH.3
SCALE: NTS
OPERABLE SILL rq-�SIDELITE SILL(STAND-ALONE) DWG:*,:A010856A
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
9 OUTSWING/INSWING 9 OUTSWINGSHOWN-INSWING SIMILAR SECTION OF HEAD OR JAMB AS LONG AS MINIMUM SHEET: OF10
NO ANCHOR REQUIRED EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 9
BILL OF MATERIALS PREPARED BY:
17 ROCKWELL MULT-POINT LOCK 18 HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL Q
W/SILL SHOOT BOLT PLATE#2098911
FINGER-JOINTED PINE
SOLID PINE
BUILDING DROPS,INC.
]98 C.DANIA O[ACH DLVD..STC.3J8
1 FRAME HEAD/JAMBS LAMINATED VENEER O DANIA BEACH,FL 33004
LUMBER O PH:(9S4)3998I78
FAX:(554)44.4738
COMPOSITE WEB:www.bui.... ..P4.com
LAMINATED VENEER F/1
2 INTEGRAL MULL LUMBER _�
3 SIDELITE STOP WOOD OR PVC -+ w $
4F-
THRESHOLD
5 THRESHOLD
6 ADA THRESHOLD - b y 05 `..
7 AFCO H-497 THRESHOLD _ C O®Oa pO Q J m g a
8 0
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WEATHERSTRIP VcoURETHANE FOAM& oC==
=POLYETHYLENE 0 —— p o
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9 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE o m co a Q W o
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o u - HEIGHT + Z �
10 2X WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD n o o _ _ I_
!! "
11 SX WOOD(S.G.MUST BE 0.55 OR GREATER) WOOD o Z.1O O LLJ
Z e
HANDLE 7
12 #SO WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL HEIGHTO OCL
e
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 3&5) STEEL OoI E: 2 Iii CL W>
14 (NOTUSED) - o o ~ O
15 LOCK SERIES 400 STEEL o o + F_
I REMARKS 8Y DATE
16 DEADBOLT SERIES 780 STEEL o 0
Add ADA sill,Multi-Point Lock, GL 06/23/14
17 ROCKWELL MULTI-POINT TONGUE LATCH#732287686-8 UNIT STEEL - Radius Lite aBoxed 6idelite
ROCKWELL MULTI-POINT TONGUE LATCH#73228780 8-0 UNIT -
18 HOPPE MULI-POINT HARDWARE HL5900051NGLE SWING(X) STEEL � °P Op
AND
19 PRESSURE TREATED SILL SPACER USED FOR FIXED PANEL WOOD - Or 9E eCPeo°uctDlxwHDLFoe vaei Nc
20 ODL LITE KIT(LMQ 6063-T6 ALUMINUM WDTHAT ,IS DOCUDHOUTWRITTER HI OFBWLOIN60ROPSH ZING
ONSADOnN
nNI4ENT ARE NOTPEIII-EDAND
21 FLUSH GLAZING LEG FIBERGLASS —H-0.63" G5T'u THIS
22 (N
USED)
23 ODL LIPLITEOK TRA IUS LITES) PC ABS C `��```` �� •• O'''���,�
24 BUTT HINGE(SEE SCHEDULE SHEET 7) STEEL �� �-,•E••S 'A��
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH 48784091 STEEL _ 79„ * N 7 7
26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL QOM ^ S A
—L OF
1.65"
O
L_ FEHEAD/JAMBS
/ SO (INTEGRAL
THRESHOLD O 'THRESHOLDO25
RIS,SEE BOM ABOVE LAMINATED VENEER LLUMBER iSBAAH' �ta3
gTHEAD SHOOT BOLT PLATE(LH) 6 �T`S�,�B
DATE:
I 4.56" I I 1.75" DWG. Y02.05.14:
4.563" I GL/TJM SS/MSS
AFGO H-497 THRESHOLD
O ADA THRESHOLD O 26 HEAD SHOOT BOLT PLATE(RH) SCALE: NTS
DWG.#:A010856A
SHEET: OF10
—2.50"
5.00" w:.,
o 4.62" 10
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop! Dania Beach, FL 33004
Certificate of Authorization:29578 954.399.847`8 PH
954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
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 0. 6269
Current Florida Building Code
Method: 1—A (Certification)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Impact Approved
Material: Fiberglass
Product Dimensions: 9'-0"X 6'4"(Nominal)
9'-0"X 8'0'(Nominal)
Prepared for:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 O�'®���,
Prepared by: ��� ®�� E. s - �0�,
Hermes F. Norero, P.E. � F N . 7 7lop
Florida Professional Engineer#73778 <= -
Date:06/07/2019S A OF
- �
Contents: ®®'O�� O lov-
Evaluation Report Pages 1-4
.t
Digitally signed by Hermes F Norero Her mes'ri noodt'b"P.E.
Reason:I am approving this document Florida No.73778
Date:2019.06.17 11:19:46-04'00'
BUILDING DROPS
s A Perfect Solution in Every Drop! Date: 09/22/2014
Report No: 2755
Certificate of Authorization:29578
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
For use outside the High Velocity Hurricane Zone(HVHZ)
9'-0"X 6'-8" (Nominal)
9'-0"X 8'-0" (Nominal)
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 State of Florida Product Approval, Florida 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 International Building
Code, International Residential Code, and Florida Building Code.
See Installation Instructions A010856A,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 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 stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Chapter 16 of the current Florida Building Code and does not require an impact resistant
covering for Wind Zone 3 or less.An impact resistant covering is required for Wind Zone 4.
4. Site conditions that deviate from the details of drawing A010856A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010856A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
BUILDING DROPS
Date: 09/22/2014
A Perfect Solution in Every Drop! Report No: 2755
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida
Building Code and State Rules for manufacturing under a Certification Agency through
National Accreditation&Management Institute(FBC Organization#: CER1773).
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
• ASTM E330-02
• ASTM E1886-05
• ASTM E1996-06
• AAMA 1304-02
• TAS 202-94
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratories
(FBC Organization#TST1589)
Report# Report Date:
N CTL-210-3918-01 10/04/13
NCTL-210-3924-02 12/18/13
SJ W 2013-137-TAS 07/02/13
SJ W 2013-241 12/03/13
SJ W 2013-242 12/03/13
SJ W 2013-208-TAS 11/13/13
SJ W 2013-209-TAS 11/13/13
SJ W 2013-234 12/09/13
SJ W 2013-235 11/26/13
SJ W 2013-251 12/23/13
SJ W2013-252 12/23/13
SJ W 2013-253 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 W2014-068 07/07/14
SJ W2014-071 07/07/14
SJ W 2014-069 07/07/14
SJ W 2014=079 07/07/14
N CTL-310-19-038 03/29/19
2. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report# Report Date:
SJ W 2010-003 01/11/10
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
1—jo-
Date: 09/22/2014
A Perfect Solution in Every Drop! Report No: 2755
Certificate of Authorization:29578
3. Certification Agency
National Accreditation&Management Institute
(FBC Organization#CER1773)
Installation: 1. Approved anchor types and substrates areas follows:
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
the wood substrate.
B. For concrete(Min.fc=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 of 1.25" into concrete or masonry.
C. For concrete (Min.f'c=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.
Refer to Installation Instructions(A030856A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE FINGER-JOINTED PINE ALL OTHER MATERIALS MISSILE
CONFIGURATION IMPACT
WIDTH HEIGHTINSWING OUTSWING INSWING OUTSWING RATING
POS. NEG. POS. NEG, POS. NEG, POS. NEG.
CIAO 9'-0" V-8" 50' 50 50" 50 so* S0 50* 50 LMI&SMI
0,X,0 9'-01" 8'-0" 45" 45 * 45* 45 45* 45 LMI&SMI
X,O 6'•0" 5'•8" 50` 50 50' 50 50- 50 50- 50 LMI&SMI
;LAU45` 45 45* 45 45* 45 LMI&SMI
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4