HomeMy WebLinkAboutProduct Approval Florida Building Code Online
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Product Ao val tit nu>Prgnuct er Annhcation'Search>Anolication List>Application Detail
ovv FL# FL16674-R4
Application Type Affirmation
j Code Version 2014
Application Status Approved
`i
Comments
Archived ❑
f ` I Product Manufacturer ]ELD-WEN
}'. I
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
If
{:
i fbcl@jeld-wen.com
1' Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
j ! Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
I Klamath Falls,OR 97601
(800) 535-3936
I
customerserviceagents@jeld-wen.com
I
a Quality Assurance Representative
Address/Phone/Email
i ;
i .Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
i.
Compliance Method Certification Mark or Listing
C
j Certification Agency National Accreditation&Management Institute
aa
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA 1304 2002
ASTM E1886 2005
ASTM E1996 2006
_ ¢ ASTM E283 2004
ASTM E330 2002
TAS 202 1994
I
F ; Equivalence of Product Standards
Certified By
http://w%vw.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGE VXQwtDgsHepng4%2fS6e 1 YO8I3ShBDtAgGAG5Owec%2bKt 1 W G4ck62A%3d%3d[10/14/2015 10:24:49 AM]
Florida Building Code Online
DI affirm that there are no changes in the new Florida Building
Code which affect my product(s) and my product(s)are in
u compliance with the new Florida Building Code.
f
i Documentation from approved Evaluation or Validation Entity DYes ONo ON/A
Product Approval Method Method 1 Option A
s.
Date Submitted 02/20/2015
Date Validated 02/20/2015
f Date Pending FBC Approval
'4 Date Approved 02/28/2015
! Summary of-ProcluCts
Model,Number or Name I Description
} i 16674.1 Design Pro/Smooth Prole(X) Impact Opaque Fiberglass Door
Limits of Use
Certification Agency Certificate
! Approved for use in HVHZ: No I FL1.6674 R4 C CAC NI01.1919.01-R4.pdf
i
:a ' Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011919-R4.odf j
t } ! Impact Resistant:Yes Quality Assurance Contract Expiration Date !
4 ` ( Design Pressure: +50/-50 03/30/2018
Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing 44 Installation Instructions
g I
FL16674 Ra II A010851A SS 2014-09-26,pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes i
Evaluation Reports
FL16674 R4 AE PER2750 SS 2014-09-26.pdf i
c q Created by Independent Third Party: Yes j
{ 16674.2 Design Pro/Smooth Pro Single(X)Impact Glazed Fiberglass Door
i
k• I Limits of Use Certification Agency Certificate
E Approved for use in HVHZ: No FL16674 R4 C CAC NI011918.01-R4.pdf I
t Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011918-R5.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
r Design Pressure: +50/-50 03/30/2018
j Other: 3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010852A 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 PER2751 SS 2014-09-26.pdf I
l 1 t ! Created by Independent Third Party: Yes
4
16674.3 Design Pro/Smooth Pro Double(XX) Impact Opaque Fiberglass Door
rLimits of Use Certification Agency Certificate
i Approved for use in HVHZ: No FL16674 R4 C CAC NI011916.01.-R4.odf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011.9t6-R4.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
Other: 6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions E
€ FL1.6674 R4 II A010853A SS 201.4-09-26.ndf
i
Verified By: Hermes F. Norero, P.E. 73778
A Created by Independent Third Party: Yes I I Evaluation Reports
FL16674 R4 AE PER2752 SS 2014-09-26.pdf
d j Created by Independent Third Party: Yes
oft
I--
I`. .r 16674.4 Design Pro/Smooth Pro Double(XX)Impact Glazed Fiberglass Door
Limits of Use Certification Agency Certificate 1
Approved for use in HVHZ: No FL16674 R4 C CAC NI011917.01-R4.od
i. Approved for use outside HVHZ:Yes FL16674 R4 C CAC NI011917-R5.pdf j
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +50/-50 03/30/2018
> Other:6-0-0x6-8 and 6-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010854A SS 2014-09-26.12df
Verified By: Hermes F. Norero, P.E. 73778 i
http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO813ShBDtAgGAG50wec°/`2bKtlWG4ck62A%3d%3d[10/14/2015 10:24:49 AM]
Florida Building Code Onl e
Created by Independent Third Party: Yes
I Evaluation Reports G
! FL16674 R4 AE PER2753 SS 2014-09-26 pdf I
Created by Independent Third Party: Yes I
16674.5 Design Pro/Smooth Pro — Single with side lite(s) (X,O/O,X/O,X,O) Impact Opaque
Fiberglass Door
7 I Limits of Use Certification Agency Certificate
1, i Approved for use in HVHZ: No FL16674 R4 C CAC N1011922.01.-R4.12df
! Approved for use outside HVHZ:Yes FL76674 R4 C CAC NI011422 R5.(2_df
` Impact Resistant:Yes Quality Assurance Contract Expiration Date
j Design Pressure: N/A 03/30/2018
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010855A SS 2014-09-26.pddf
I
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R4 AE PER2754 SS 2014-09-26.pdf
Created by Independent Third Party: Yes i
16674.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O) Impact Glazed !
i_— Fiberglass Door
l Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R4 C CAC NI011924A1-R4.pdf
Approved for use outside HVHZ:Yes FL16674 R4 C CAG NI011924-R5.pdf
` Impact Resistant:Yes Quality Assurance Contract Expiration Date f
I i Design Pressure: N/A 03/30/2018 I
Other: 9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL16674 R4 II A010856A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778 1
i Created by Independent Third Party: Yes
°# Evaluation Reports
>' 1 FL1.6674 R4 AE PER2.755 SS 014-09- 6 f
Created by Independent Third Party: Yes
r 16674.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Impact Opaque
Fiberglass Door
i.L Limits of Use Certification Agency Certificate
i 4 Approved for use in HVHZ: No FL16674 R4 C CAC NI011914 0l-R3- igned psi[
Approved for use outside HVHZ:Yes FL16674 R4 C CAC N1011914-R5.pd
Impact Resistant:Yes
P Quality Assurance Contract Expiration Date
I I Design Pressure: N/A 03/30/2018
. Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL1.6674 R4 II A01.0857A SS 2014-09-26.1)df
i ! Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R4 AE P R 7 6 SS 2014-09-26.r)df
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 I
' y Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FC16674 R4 C CAC NI011915.01-R4.Ddf
Approved for use outside HVHZ:Yes FL16674 R4 C CAC N1011915-R5 pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date I
f
Design Pressure: N/A 03/30/2018
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
jFL16674 R4 II A010858A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party:Yes
{ Evaluation Reports
..Y FL16674 R4 AE PER2757 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
Contact Us:; 1940 North Monroe Street.Tallaha« F "399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.copyright 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
t '
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
http://wNvw.floridabuilding.org/pr/pr_app_dd.aspx?param=vGEVXQwtDgsHepng4%2fS6elYO8I3ShBDtAgGAG50wec%2bKt1 WG4ck62A%3d%3d[10/14/2015 10:24:49 AM]
Florida Building Code Online
_TM 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
i 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
` I one.The emails provided may be used for official communication with the licensee.However email addresses 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.,
r please click bare_
Product Approval Accepts:
4.
sccunty v vrat tcs
ir. y
http://%-mv.floridabuilding.org/pr/pr_app_dtl.aspx?param=vGEVXQwtDgsHepng4°/a2fS6elYO8I3ShBDtAgGAG50wec%2bKt1 WG4ck62A%3d%3d[10/14/2015 10:24:49 AM]
NOTICE OF PRODUCT CERTIFICATION
O ACC
(Q�i,
CERTIFICATION NO: NI011917.01-R4
DATE: 03/25/2014
M1
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
'�gD gaaa ' REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification"is valid,please visit waa.-w.NA\-IlCcrtification.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" Fiberglass Glazed In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PV13 Interlayer/1/8"Annealed Glass
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame:W-1879mm(74.00") H-2470mm(97.25")
Panel: W-908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E284-04/E330-02 Design Pressure: +50/-50 psf
TASr202-94 Wind Zone 3 - Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:xx
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-0 l/NCTL-210-3925-03/SJW2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-069/SJW 2014-079/W-1669/W-
1705
Expiration Date: March 30, 2018
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
irN �f r'�� 3
'. CERTIFICATION NO: N1011917-115
DATE: 03/25/2014
l�
CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
REVISION DATE: 09/28/2014
To verify that the"Notice of Product Certification'is valid,please visit wNvw,NAN1ICertilicat ion.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" Fiberglass Glazed In-Swing or
Klamath Falls, OR 97601 Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/1/8"Annealed Glass
IS Frame: W-1879min(74.00") H-2081mm(81.93")
OS Frame:W-1879mm(74.00") H-2081 mm(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:XX
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/NCTL-210-3924-02/SJW2013-234/SJW2013-235/SJW2013-
251/SJW2013-252/SJW2013-253/NCTL-210-3924-01/NCTL-210-3925-03/SJW2014-
032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014-069/SJW 2014-079/SJW2013-
238/W-1669/W-1705
Expiration Date: March 30, 2018
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
Flltl'M1ltl.;)0Y'
-74"MAX.CA.WIDTH----
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JELD-WEN 11!1LDING DROPS,INC.
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DESIGN PRO/SMOOTH PRO FULL LITE
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IMPACT APPROVED INACTIVE ACTIVE
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FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) zo o�j.-,
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1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT y <p o
INTERNATIONAL BUILDING CODE(18C),INTERNATIONAL RESIDENTIAL CODE(111Q,AND FLORIDA BUILDING CODE > Z Z�
(FBC).EXCLUDING HVHZAND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: L"
• ASTM E283-04 2: '
330_ Typ-ELEVATION 1 ui vi
• ASTM E 02ell,1—." LJ
• ASTM E188 ff)
W
6-05 <
• ASTM E1996-06 r--m-MAX.O.A.WIDT C.) y
• AAMA 1304.02
• Ln
TAS 202.94 F- CrLij
T
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETEIMASONFY OR 7.x FRAMING AS A MAIN WIND FORCE N
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS 70 THE
FOUNDATION' 15 THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF REMARKS BY DATE
INSTALLATION.
3. THE.INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR Add 1AS 202 d,,d s-109/22111
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE.WITH THIS z-
DOCUMENT. m
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAC1
INACTIVE 8 ACTIVE so
RESISTANCE FOR WIND ZONE 3 OR LESS.
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS.
< F
G. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN 0
GLASS,DECORATIVE.EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)
7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AF WATER TEST PRESSURE(WTP)OF 9.0 PSF.REMAINING
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCTXTXTt 4 Ir
MEETS THIS REQUIREMENT, PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY • LE,
OVERHANG SUCH THAT OVERHANG(OHI RATIO=OH LENGTH-.OH HEIGHT IS Z 1.0 07,c,
L
< x X�'
r2-\ 61 MI .
TYP.ELEVATION 2 01:1
QisL all-
TABLE OF CONTENTS r1gitalli,signed by Heimes F.Nnrem.P.E,
SHEET REVISION SHEET DESCRIPTION INACTIVE AND ACTIVE DOOR PANELeasnn;1—opp"I'my thildl-l—eil
1 13--- TYPICAL ELEVATIONS,DESI0 PRESSURES,AND GENERAL NOTES I ORIENTATION IS INTFRCHANGFABLF law 2014.09.261597,02-01'00'
2 -A TYPICAL ANCHOR LAYOUTS AND NOTES MAX.OVERALL DESIGN PRESSURE(PST) DATE: 02.05.14
3 OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION NOMINAL SIZE MISSILEIMPACT GL�TJM rr�SS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT INSWING OUTSWI14GRATING SCALE: NTS
5 A HORIZONTAL ASSEMBLIES _pm J- FG--
6 A GLAZING DETAILS XX V. i DWC.
XX 7'.. 0 11 Imir.5ml if:A010854A
7 m""I". !,:"=- SHEET: org
WOODSUBSTRATES 1l ;;;,;
6'(F' 8-4- 1 SO- DAL&SMI
8 A CONCRETE SUBSTRATES XX
9 A COMPONENTS BILL Or MATERIALS
'SEF GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
INSTAL CATION NOTES: VRI PARED BY:
1. ONE(1)INSTALLATION ANCI IOIt IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
7. SHIM AS RFQU!RFD AT EACH INSTALLATION ANCHOR WITH LOAD REARING SHIM(S).MAXIMUh4 dILO'AlABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4;NCH SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIMS)SHALL BE
COCISTRUCTFDOF HIGH DENSiTf PLASTIC OR GETTER. $E' LE 74"MAX.O.A.WIDT:
QTY.
3. td INIMUM EMBCUMENT AND CDGE DISTANCE EXCLUDE WAI-L FINISI IES,INCLUDRdG BUT NOT LIIVNTED TO
STUCCO,FOAM,BRICK VENEER,AND SIDING. 3"TYP 1112-TYP, 3 TMP
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL w
OR HAVE,A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDATJCE WITH ANCHOR GZ--- — — — — Gl O rj
MANUFACTURER'S INSTALLATION INSTRUCTIONS. II Y j z r; n
0
S. FOR HOLLOW BLOCK AND GROUT FILLEDBLOCK,p0 NOT INSTALL IN5'TALLA7TON nNCNDRS INTO MORTAR - - �O
JOINTS.EDGE UISTAWCE IS MEASURED FROM TREE EDGE OF BLOCK OR EDGE(7F MORTAR JOINT INTO FACEI a a g=
SHELL OF RLOC(. O
CCL,
G. FOR 2Y,STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHAL L BE THE SAME A.S FOR 2K BUCK o„o w ;�,. p CL 0
CONCRETUMASONRY CONSTRUCTION. ^ _ < U O
7. r r
INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE O U
FOLLOWING PROPERTIES:
A.WOOD-MINIMUM SPECIFIC GRAVITY OP 0.55. 'S? i ! 2 Q'
R.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSL 3p ¢ a 2
C GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O g ti I ® I W Z
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476.MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 I I p
PSI. < 5
D.HOLLOW RIUCK CMU UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH u,
OF 2000 PSL d
8. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR INACTIVEE ACT E I—
I LOCATIONS,EDGE DISTANCES,EMBEDMENTS,ANDSHIM SPACING.
REMARKS BYDATE
9, OPTIONALLY,ANCHORS CAN RE ARE IN NARROW SECTION BEADOR JAMO A5 LONG A5 MINIMUM A? A2 ae Wl.Rl rola;cn,K a aadm It c1 0617771a
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
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ANCHOR TABLE YP.ANCHOR LAYOUT
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ANCHOR TYPE SUBSTRATE
SIZE EMBEDMENT DISTANCE MAX.O.0 ANCHORS AT MAX'O'C' ANCHORS AT "x•N41 r\\ j �}--Csr•// (o
SPACING AT SPACING AT �\ S F.
IAMBS HEAD/SILL IAMBS 4C
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CLUSTERS CLUSTERS `� Q' GA%o,-•,C`\,p/�
2X WOOD BUCK ,J . •1:
WOOD SCREW 910 OP.FRAMING 7'1/2" J/4" 17.1/2' a 1%d/4" 4 7$`.t
INACTIVE AND ACTIVE DOOR PANEL
ITW TAPCON 3116" CONCRETE/CMLI 14/4" 2-1/2" 17-1/2" 4 17-1/4" 4 ORIENTATION IS INTERCHANGEABLE. = -O " `ff'T., 9� =
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ELCO ULTRACON 1(4" CONCRETE/CMU 1-3/8' CONC.1.114' CMU 1" 17-1/2" 4 :74/4" 4 i/ KC '••.....-•'
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SCREW C2
1-STRIKE PLATE
I I HOPPE o1465R40 2-ttA X 3'PFH F2 '
NOTE: SCREYJ I-STRIKF PLATE 1.TOP ASI'RAGAI. STRIKE PLATE.
R15ERT Pu:G HOPPc 72098445 STRIKE PLATE' PPE tl IA5584!i DATE: 02.05.14
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DETAIL C2 TAIL l7
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TYP,ASTRAGAL MULTI-POINT DETAIL H2 P ASTRAGAL/ SCALE.: NTS
INSERT Pll1G WUII STRIKE LOCATION TYI'.(OPASIRAGAL OINT STRIKEDETAIL 62 1-ROTTON SHOOT 2-49 x 7 u7'PFH MULTI-POINT H2 cnnDN DWG.R:A010854A
ASTRAGAL ONLY INSERT PI UG COLT INSERT PLUGPFH SCREWS STRIKF.LOCATION ONLLOCATIE PLATELOCATION t2W/STD.REINFORCEMENTPLATE IINSTAII IN SILI(SINF 8FD (INSWING ONLY) UETAIIB2 °9X 7 1/x-PTI, t-B9 x t 12Y vrFl SHEET: OF9
IASTRAf.AI ONLY PFH SCREWS SCREWStIt1DFR REINFORCEPENT PLATE) ASTRAGAL ONLY STRIKE STRIKFPIATE
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PREPAREC BY:
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BUILDING DROPS,INC.
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SHEET` OF9
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398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
Dania Beach, FL 33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
03
Report
Of
,TELT)-WEN, inc.
Design Pro / Smooth Pro Full Lite
Impact Approved
For use outside the high Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub — Category: Swinging Exterior Door Assemblies
Product: Design.Pro I Smooth Pro Full Lite
Impact Approved
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 6'-0"X 6'-8"(Nominal)
6'-O"X 8'-0"(Nominal)
Prepared For: ``�������>>►�����
l� 4 14t'Ii'3 tf L �31'tt. `���� ••' lYl��'•
•�� ! }. r
Prepared by: '
-a 1.
TP,TE F �
Floridan Professional Engineer'9 73778 s�O,c� CO (DP;•''\���`�
Date: 09/22/2014 S ""
Contents: ��i�i i�N�
Evaluation Report Pages 1 —4
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 15:48:51 -04'00'
BUILDING DROPS
Date: 09/22/2014
A Perfect Solution in Every Drop Report No: 2753
- 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)
6'-0" X 6'-8" (Nominal)
6'-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 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 A010854A, 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
Section 1609.1.2 of the current Florida Building Code and does not require an impact
resistant covering for Wind Zone 3 or less.
4. Site conditions that deviate from the details of drawing A010854A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010854A for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No. 73778
Page 2 of 4
BUILDING DROPS
A Perfect Solution in Every Drop Date. 09/22
/2014
~* Certificate of Authorization:29578 Report No: 2775353
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 through National Accreditation &
Management Institute(FBC Organization#QUA1789).
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
N CTL-210-3924-02 12/18/13
SJW2013-234 12/09/13
SJW2013-235 11/26/13
SJW2013-251 12/23/13
SJ W 2013-252 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 2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No. 73778
Page 3 of 4
BUILDING DROPS
Date: 09/22/2014
A Perfect Solution in Every Drop
- Report No: 2753
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates are as 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
em a ment of 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 (A010854A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX.OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUTSWING IMPACT
WIDTH HEIGHT RATING
POS, `ICG. POS. NFG,
E: XX C`=0" 6'-8" 50' 50 s0 So LMI &SMI
X & C ' 50" 50 0 S Stir
Hermes F. Norero, P.E.
Florida No. 73778
Page 4 of 4
JELD-WEN Design-ProTr^ and Smooth-PiFiberglass Doors
WINDOWS & DOORS
The performance information listed is for new products and is intended to be used for reference only,and is not complete.Depending on the components,accessories,and options chosen,the actual rating
could vary.Confirm ratings for specific products with your supplier or JELD-WEN sales representative.
Highlighted options are ENERGY STAR certified in all zones.
Highlighted options are.ENERGY STAR certified in Northern,North-Central zones.
rTr6ccordarlov, NFIR041M.-
Door Illustrations are examples of glass area and are not representative of the full selection of
door desl ns available.
1/4 Lite _1_/2 Lite 3/4 Llte Full Lite
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GLASS UNIT
THICKNESS/
TYPE DESCRIPTION GLAZING
Clear 0.23 0.10 0.28 0.19 0.31 0.26 0.36, 0.34
1/2'. Low-E 0..21 0.09 0.25 0.16 0.28 0.21 0.31 0.28
Clear w/Grids 0.23 0.09 0.28 0.17 0.31 0.23 0.36 0.30
Low-E w/Grids 0.21 0.08 0.25 0.14 0.28 0.19 0.31 0.25
3/4'. Clear with SDL NA NA NA NA 0.30 0.20 0.34 0.26
Low-E with SDL NA NA NA NA 0.25 0.16 0.28 0.22
Clear 0.22 0.10 1 0.27 0.19 -0.30 _'0.26`, 0.34 0.34
Low-E 0.21 0.09 0.24 0.16 0.26 1 0.21 1 "039 0.28
Clear w/Grids 0.22 0.09 0.27 0.17 0.30 0.23 0.34 0.30
Inswing and Oulswing 1 Low-E w/Grids 0.21 0.08 0.24 0.14 0.26 0.19 0.29 0.25
Clear w/Blinds NA NA 0.28 0.170.32 0.23 0.36 0.31
Low-E w/Blinds NA NA 0.24 0.09 0.27 0.12 0.30 0.16
Decorative Glass' Decorative/Clear 0.21 0.09 0.24 0.15 0.26 1 0.20 0.30 0.27�e,.
Embossed NA Ll-Factor=0.17 SHGC=0.01
FlushNA LI-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam 0.24 0.08 0.29 1 0.15 1 0.33 0.20
Triple Pane Clearw/Blinds and Grids NA NA 0.23 0.12 NA NA .0.27 0.23
Low-E w/Blinds and Grids NA .NA 1 0.21 1 0.10 1 NA NA
Clear NA NA 1 0.25 0.11 0.27 0.15 0.31 0.20
1/2" Low-E NA NA 0.23 0.09 0.25 0.12 0.28 0.16
Clearw/Grids NA NA 0.25 0.11 0.27 0.14 0.31 0.18
Low-E w/Grids NA NA 0.23 0.09 025 0.12 0.28 0.15
314" Clear with SDL NA NA NA NA 0.26 0.13 0.30 0.17
Low-E with SDL NA NA NA NA 0.24 0.11 0.26 0.14
Clear NA NA 0.24 0.11 0.26 0.15 0.30 0.20
Low-E NA NA 0.22 0.09 0.24 0.12 0.26 0.16
Sidelita Clear w/Grids NA NA 0.24 0.11 026 0.14 0.30 0.18
1 Low-E w/Grids NA 1 NA 0.22 0.09 0.24 0.12 0.26 0.15
Clearw/Blinds NA NA 0.25 0.09 0.28 0.12 0.32 0.16
Low-E w/Blinds NA I NA 1 0.24 1 0.05 1 0.26 1 0.07 0.28 0.09
Decorative Glass' Decorative/Clear NA NA 0.23 1 0.10 1 0.24 0.13 0.28 0.17
Embossed NA U-Factor=0.17 SHGC 0.01
Flush NA LI-Factor=0.16 SHGC=0.01
Impact Glass' Clear Lam NA NA NA I NA I NA NA 0.36 0.14
These options include direct glazed and lip lite glazed products.
Performance values calculated in accordance with NFRC 100 8 200.This data is certified by NFRC and can be licensed to participating dealers.Certified product must carry a label with
valid NFRC logo.
Rev.12/15/14