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Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL16674-R9
Application Type Revision
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer
JELD-WEN
V. Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800)535-3936
fbcl@jeld-wen.com
Authorized Signature Rylee Sumner Fricks
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email
3737 Lakeport Blvd.
Klamath Falls,OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
t °�,;,;-3 :i 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 2005
ASTM E1996 2006
ASTM E283 2004
ASTM E330 2002
TAS 202 1994
4
Equivalence of Product Standards
Certified By
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Florida Building lode Online
S...i.v l
Product Approval Method Method 1 Option A
Date Submitted 02/21/2018
:`1-%'.1Date Validated 02/26/2018
Date Pending FBC Approval
' Date Approved 03/06/2018
l Summary of Products
'j FL# Model,Number or Name Description
16674.1 A Design Pro/Smooth Pro/Studio Single(X)Impact Opaque Fiberglass Door,3'-0"x 6'-8"and
Fiberglass 3'-0"x 8'-0",Inswing and Outswing
1 Limits of Use Certification Agency Certificate
_ = J Approved for use in HVHZ:No FL16674 R9 C CAC NI011919,01-R7.odf
t•';;,' .
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011919 R7. df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
t Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
{ FL16674 R9 II A010851A SS 2014-09-26.odf
Verified By: Hermes F. Norero,P.E. 73778
;• -{ I Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R9 AE PER2750 SS 2014-09-26.pddf
Created by Independent Third Party: Yes
16674.2 B Design Pro/Smooth Pro Fiberglass Single(X)Impact Glazed Fiberglass Door,3'-0"x 6'-8"and
" 3'-0"x 8'-0",Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C CAG NI011918.01-R8.odf
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NI011918-R8.odf
t :;;t.•,:: Impact Resistant:Yes Quality Assurance Contract Expiration Date
r s' Design Pressure:+50/-50 03/30/2026
Other: Installation Instructions
i FL16674 R9 II A010852A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
n Evaluation Reports
1 FL16674 R9 AE PER2751 SS 2014-09-26.pdf
a�`s-.::• ..'� Created by Independent Third Party:Yes
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
Limits of Use Certification Agency Certificate
•»:=e :..•.� Approved for use in HVHZ: No FL16674 R9 C GAC NI011916.01-R7.odf
_ ' Approved for use outside HVHZ:Yes FL16674 R9 C CAC N1011916-R7.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2026
Other: installation Insttuctions
FL16674 R9 II A010853A SS 2014-09-26.pf
> ? -•t":,v ` L: .i- Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R9 AE PER2752 SS 2014-09-26.0df
1 ' '• r•,„ ti=• Created by Independent Third Party: Yes
i': '`= :.. •1`•
116674.4 D Design Pro/Smooth Pro Fiberglass Double(XX)Impact Glazed Fiberglass Door,6'-0"x 6'-8"and
6'-0"x 8'-0",Inswing and Outswing
-. Limits of Use Certification Agency Certificate
"w
Approved for use in HVHZ:No -F116674 R9 CAC NI011917.01-R7.odf
t•_:•;r:'==�x;,r•,; h.,'
Approved for use outside HVHZ:Yes FL16674 R9 CC AC NI011917-R8.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
1 Design Pressure: +50/-50 03/30/2026
Other: Installation Instructions
FL16674 R9 II A010854A SS 2014-09-26,pd
Verified By: Hermes F. Norero, P.E. 73778
-- == Created by Independent Third Party: Yes
Evaluation Reports
http:/r„iiv.floridabuilding.org/pr/pr_appdtl.aspx?param wGEVaQ,vtDgsHepng4%3fS6e1Y0813ShBDt%26dEIHigO%2bnlJwltXcxRIIv11Q°/wd%3d[9/12/20184:06:28PM]
r ,
Floada Building Code Online
t:' [ FL16674 R9 AE PER2753 SS 2014-09-26.odf
Created by Independent Third Party:Yes
16674.5E 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
•,: ; ; .::.� I Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL16674 R9 C CAC NI011922.01-R8.pdf
!-Approved for use outside HVHZ:YesFL16674 R9 C CAC NI011922-R8.pdf
i Impact Resistant:Yes Quality Assurance Contract Expiration Date
1y•
I Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R9 II A010855A SS 2014-09-26.odf
Verified By: Hermes F. Norero,P.E. 73778
Created by Independent Third Party: Yes
-`a<y. .. Evaluation Reports
FL16674 R9 AE PER2754 SS 2014-09-26.odf
Created by Independent Third Party: Yes
`' '• ! 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'-O",Inswing and
Outswing
! i I
Certification Agency cy Certificate
Limits of Use
' f Approved for use in HVHZ:No FL16674 R9 C GAG NI011924.01-R7.p_df
Approved for use outside HVHZ:Yes FL16674 R9 C CAC NIO11924-R8.pdf
`• I Impact Resistant:Yes FL16674 R9 C CAC NI013412-R2.odf
Design Pressure: N/A
i ':••�:: •-- � 9 Quality Assurance Contract Expiration Date
Other: 03/30/2026
j Installation Instructions
! i FL16674 R9 II A010856A 55 2014-09-26.Rdf
.l Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party: Yes
1 Evaluation Reports
::'i '=�`"=• FL16674 R9 AE PER2755 SS 2014-09-26 odf
Created by Independent Third Party: Yes
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
Approved for use in HVHZ:No FL16674 R9 C CAC NI011914 O1-R7.odf
„.• Approved for use outside HVHZ:Yes FL16674 R9 C CAC N1011914-R8-pd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: N/A 03/30/2026
Other:
' ;. ;'� "• t Installation Instructions
FL16674 R9 II A010857A S 014-0 - 6
i' Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL16674 R9 AE P R 756 SS 0 4-09- 6,oddf
1 JJ •},h( 9sn:- Created by Independent Third Party: Yes
16674.8 H Design Pro/Smooth Pro Fiberglass Double with side lite(s) (XX,O/O,XX/O,XX,O)Impact Glazed
Fiberglass Door, 12'-0"x 6'-8"and 12'-0"x 8'-O",Inswing and
Outswing
Limits of Use
:,� ;: '•� Certification Agency Certificate'
Approved for use in HVHZ: No FL16674 R9 C CAC NI011915 O1-R7.odf
Approved for use outside HVHZ:YesFL16674 R9 A NI011 -R8.odf
_.
-- Impact. Yes
r1 P Quality Assurance Contract Expiration Date
I Design Pressure: N/A 03/30/2026
Other: Installation Instructions
FL16674 R9 II A010858A SS 2014-09-26.pdf
Verified By: Hermes F. Norero, P.E. 73778
;,:;;; ,r;•, _I Created by Independent Third Party:Yes
Evaluation Reports
= ,:1 FL16674 R9 AE PER2757 SS 2014-09-26.odf
i• ¢,; t, :' Created by Independent Third Party: Yes
ME
a' `• ! Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
http:Uunvic.floridabuilding.orgtprlpr_app_dtl.aspx?param�vOEVXQAVtDgsHepng4%2fS6elYO8l3ShBDt%2bdElHigO%2bnlJwhXcxRIMIQ°/*3d%3d[9/IJ2018 4:06:28 PM]
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO: NI011917.01-R7
G .
. r ° DATE: 03/25/2014
J. CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
.cE:+tEvcti�' ,-f-d CODE: 1822-1
pR° �w REVISION DATE: 02/01/2018
To verify that the"Notice of Product Certification"is valid,please visit wii-A,.NA\,IlCertiftcatioti.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
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solutia PVB Interlayer/l/8"Annealed Glass
IS Frame: W-1879mm(74.00") H-2487mm(97.93")
OS Frame:W-1879mm(74.00") H-2470mm(97.25")
Panel: W=908mm(35.75") H-2419mm(95.25")
DLO: W-606mm(23.87") H-1995mm(78.56")
SPECIFICATION PRODUCT RATING
ASTM E283-04/E330-02 Design Pressure: +50/-50 psf
TAS 202-94 Wind Zone 3 -Missile Level D
ASTM E1886-05/E1996-06 Qualifies Configurations:fix
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/SJW2014-079/W-1669/W-
1705/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial highway
Hayes,VA 23072.
Tel: (804)684-5124
Fax: (804)684-5122
1
NOTICE OF PRODUCT CERTIFICATION
Acca Yy`
gid,°o;`;. CERTIFICATION NO: NI011917-R8
° DATE: 03/25/2014
CERTIFICATION PROGRAM: Structural
'•r. `�= c•'; COMPANY: JELD-WEN
�
. t`E` ,5 CODE: 1822-1
-•� ��Pao° k'''.
REVISION DATE: 02/01/2018
To verify that the"Notice of Product Certification"is valid,please visit wtvw.NAMICertification.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
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Doors
Configuration:XX
Glazing:IG-1/8"Tempered Glass/Laminate-1/8"Annealed
Glass/0.090"Solatia PVB Interlayer/1/8"Annealed Glass
1S Frame: W-1879mm(74.00") H-2081mm(81.93")
OS Frame: W-1879mm(74.00") 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:XX
AAAA 1304-02
Product Tested By: National Certified Testing Laboratories.
Report No: NCTL-210-3918-0I/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-210-3 930-02/SJW2014-069/SJW2014-079/SJW2013-
23 8/W-1669/W-1705/W-1783/W-1799
Expiration Date: March 30, 2026
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC...
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
PREPARED BY:
74"MAX.O.A.WIDTH
4 I Z
JELBrWEN 5 �'
BUILDING DROPS,INC.
1V 1 N D O W 5 &c D O O R S b 4 ]veL. Npnli uvorynNt sla
PN'I9G]I]99av]e i
S2 z
01
S Lnn ww,.ewdweww.m",
DESIGN PRO/SMOOTH PRO FULL LITE
„{ s H- ty
IMPACT APPROVED �W g S O w
z Z INACTIVE ACTIVE woo Z F—
mom
FOR USE OUTSIDE THE HIGH VELOCITY HURRICANE ZONE(HVHZ) 3 0 z m"
R �a tries Ufa
Oa ; Z mY
GENERAL NOTES: l~i O W
1. THEPRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT 0�4 Q y
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE n n q W z F-i•
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 2 w Q `
• ASTM E283-04 n TYP.ELEVATION 1
• ASTME330.02 1
c•s•000ariuGxr w Q K
• ASTM E1886-05 F-14O U
• ASTM E1996.06 q N
• AAMA 1304-02 dw
'
• TAS 202-94 5 4 q.
Q.
.2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE t
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE d
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF s REMARKS BY DATE
INSTALLATION. 3 k4d M.*NIm Lock 6 Fadlus l] GL 04/23/14
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECTACTUAL CONDITIONS FOR
/ \ G Add TAS 202-94 Standard SM 09/7]/14
A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED = s z
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS •� O °F
DOCUMENT. .+ _ ,�i ,•,s m , i w.Ln�r ana.0
"W IW9L WLa91 Br.acraNUPIx 1x11M.q-1
4. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPAR rn^ INACTIVE 8 ACTIVE o Irtlnaul,rwnrxcaxsLxlnruaao,c Lean.we
O ALILW1Of6iaa1116YL IIfaalWllgG ONOIr411
RESISTANCE FOR WIND ZONE 3 OR LESS. cv zwO1,• o iu]ii,rsso nesoojl xorrr]]smmum
3w
S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GL-2ING DETAILS. ^N O v° `SSSS'*ES F'•.f 0
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN °—
GLASS,DECORATIVE,EXTERNAL WROUGHT IRON AND RADIUS(SHAPED)UTES.. \ / ;• ••���
7
7. NOTE:AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSURE WP)OF 9.0 PSF.REMAINING ''k 1 �•
SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT PRODUCT T T
MEETS THIS REQUIREMENT. PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH+OH HEIGHTIS21.0 ��O,c•.•••[ P;'�Q/`�
eTYP.ELEVATION 2 >aL rsnlnilZllai
SW DOORR IGM {ar(ttN1,Ur Ii11101�aIlA1NA..ID♦•
TABLE OF CONTENTS EN. ETAN.
ACTIVE DOOR PANEL igitallyslgnad by Hermes F.Norero,P,E.
SHEET REVISION SHEET DESCRIPTION eason:I am approving this document
ON IS INTERCHANGEABLE, late:2014.09.261537d22-04'00'
1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GENERAL NOTES
DATE: 02.05.14
2 A TYPICAL ANCHOR LAYOUTS AND NOTES N MINALSSIIZE MAX.OVEUL DESIGN PRESSURE(PSF) MISSILE DWG. Y: CHK. Y:
3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION IMPACT GL TJM SS MSS
4 A VERTICAL ASSEMBLIES WIDTH HEIGHT INSWING Ol1T5WING RATING
1POS. NEG. POS. NEG. SCALE: NTS
5 A HORIZONTAL ASSEMBLIES 6'-0• G'•8" SO• 50 50' 50 LMI&SMI DWG.R:A010854A
6 A GLAZING DETAILS XX JUS 50' S0 50 50 LMI&SMI SHEET: OF 9
7 A WOOD SUBSTRATES
XX G'-0" 8'-0" 50• 50 50• 50 LMI&S—
S A CONCRETE SUBSTRATES 1
•SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS.
9 A COMPONENTS&BILL OF MATERIALS
PREPARED BY:
INSTALLATION NOTES:
1. ONE 11)INSTALLATION ANCHOR IS 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 I/4 INCH.SHIM WHERE SPACE OF 1116 INCH OR GREATER OCCURS.SHIM(S)SHALL BE zee E.MRM B[ACa etVE.RE M
CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. SEFT —74"MAX.O.A.WIDTH—
FOR
IDTH FOR QTY. vw1851178
3. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TOrn.Res+lrxxnru
STUCCO,FOAM,BRICK VEN EER,AND SIDING. 3"TYP. — 11/2 TYP.— _3"TYP. wem..,.,vzmaga,vwxnm
4. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL � _ — — G2 'z WI'- 1w-• •�
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR I_ J m N$
MANUFACTURER'S INSTALLATION INSTRUCTIONS. I r• i Zo
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR i O OW z $n 2
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACECL
) ` Q "•LL
SHELL OF BLOCK. g "-•
? �� 1Z-EL F_ mf i
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK To "' OO Q !
� x
CONCRETE/MASONRY CONSTRUCTION. ^ZZ i Q ( Q U 0
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE l7 m O i O O a Fes"
FOLLOWING PROPERTIES: Z 6 = 6 = ¢
A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.55. N z q Q `I ! Q 2 W�
B .CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 P51. j 3 O WV
C.GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH O_ ,n I ,n W
OF 2000 PSI AND GROUT CONFORMS TO ASTM C476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 I I O e
PSI. / f 5e
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH
OF 2000 PSI. ti ai rCL 1-7
S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR IN IVE ACT E 1' r
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
E� REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM A2 3"TYP- A2 kdd multi-PONI IBCK 1L Raams u GL 08/13/14
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
D2 3"TYP. — D2
ANCHOR TABLE 1 P.ANCHOR LAYOUT
Z ee•ox ra•rxwexocRr ,is uc xr o w,
6'8"DOORS 8'0"DOORS a+o.uuu uni nrsocv8omx[n u,u+wicoxvur�
swwui.ewnsxcaxsrxi a vumxc ovnx we
uiuMtmxs.�mnan,rmracxiw4 aaanM1e
ANCHOR MIN. MIN.EDGE #OF #OF u.e,umto twtoau xorrowrmeum
ANCHOR TYPE SUBSTRATE MAX.D.C. MAX.O.C.
SIZE EMBEDMENT DISTANCE SPACINGAT ANCHORS A7 SPAONGAT ANCHORS AT `% ES F
JAMBS IAMBS .NO
HEAD/SILL HEAD/SILL ♦♦ .1 i
CLUSTERS CLUSTERS - :�Q-:•,•• tC,p
WOODSCREW 1110 2X WOOD BUCK 1.1/2' 3/4' 17-2/2` 4 17-3/4• 4 O
OR FRAMING NOTE: ?...
INACTIVE AND ACTIVE DOOR PANEL
RTW iAPCON 3/16" CONCRETE/CMU 1-1/4" 2.1/2' 17-1/2" 4 17-1/4' d ORIENTATION IS INTERCHANGEABLE. ro T T IY
1/4" -3/8'-CONC. 1' 17-I/2' d 17-1/4' d �'��'ni�'•2.1•,S•6/)IN...ELCO ULTRACON 11-1/4'-CMU O..P.;�.G.�♦�♦♦♦♦♦♦
RTW TAPCON 3/16" CONCRETE/CMU 1-1/4° 1. L olyH
11.5/8' 8 14.3/8" 6 ruf� 1� -S�+x
oexn ui nJBx4
ren ner.a�unwxvntwnxMrrsn
2-612 X 3'PFH B2
SCREW C2 1.STRIKE PLATE
HOPPE 41965040 1.08X 3"PFH E2
- - NOTE: SCREW F2 I-STRIKE PLATE 1•TOPASTRAGAL 1-STRIKE PLATE
INSERT PWG HOPPE 52098945 STRIKE PLATE HOPPE 0196504D DATE' 02.05.14
-� 2-118X3"PFH
INTO BED OF SILICONE SCREWS DWG. Y: CHK. Y:
.OR DETAIL F2 GL TJM I SS MSS
e DETAIL C2 DETAIL 12
TYP,ASTRAGAL/
TYP,ASTRAGAL P Boa MULTI-POINT DETAIL H2 i, TYP.TOP ASTRAGAL/ SCALE: NTS
INSERT PLUG WITH STRIKE LOCATION TYP.TOP ASTRAGAL i MULTI-POINT STRIKE A010854A
2-09X 21/2'PFH MULTI-POINT ONLY STRIKE PLATE H2 LOCATION DWG.N:
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DATE: 02.05.14
NOTES: DWG. Y: CHK. Y:
GL TJM SS MSS
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IN ACCORDANCE WITH ANCHOR LOCATIONS SHOWN ON SHEET 2.
2, ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3.
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SHEET: 0 F 9
3
PREPARED BY:
BUILDING DROPS,INC.
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DATE; 02,05.14
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GL JM SS MSS
SCALE: NTS
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SHEET: 0 F 9
4
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HINGE SCHEDULE
HINGE
DOOR HEIGHT QUANTITY PLACE1049 9X ILATIAMB:
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14 USE 3/4"LENGTH FOR V-181"DOORS �• o ,",
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5 OUTSWING SHOWN-INSWING SIMILAR �5J OUTSWING SHOWN-INSWING SIMILAR Ii; F'•')
REMARKS RY DATE y
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PE MULTI-POINT LOCK
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1-MU LTI•PT LOCK STRIKE PLATE / (6-8 UNITS) DWG. Y: CHH. Y:
15-48X13/8"PFH GL TJM SUMSS
DETAIL AS (8-0 UNITS)
HOPPE MULTI-PT LOCK COMES WITH HARDWARE SCALE: NTS
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BUILDING DROPS,INC.
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m 0.090"SOLUTIA PYB INTERLAYER =�" 0.090'SOLUTIA PVB INTERLAYER = 0.090"SOLUTIA PVB INTERLAYER 0.090"SGP INTERLAYER O EEQ� N m Y
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(1)6'-8" GLAZING DETAIL rT�8'-0" GLAZING DETAIL FLUSH GLAZE DETAIL r41 GLAZING DETAIL �
6 201/2"MAX.D.L.O.WIDTH C6J 201/2"MAX.D.L.O.WIDTH 6 23718''
37/8"MAX.D.L.O.WIDTH 6 FOR OVAL,SUNBURST,AND ROUND TOPS REMARKS BY DATE
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NOTE: SHEET: OF 9
FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BUNDS
BETWEEN GLASS,DECORATIVE,EXTERNAL WROUGHT IRON
AND RADIUS(SHAPED)LITES ARE APPROVED IN ALL GLAZING
DETAILS SHOWN ABOVE.
' PREPARED UY:
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SEE TABLE ON SHEET 2 MIN.EMBED. d Multi-Point lack&Radius N GL 0423/14
SEE TABLE SHEET 2
1 HEAD (TYPICAL) (� JAMB_(TYPICAL) � OPERABLE SILL
7 OUTSWING SHOWN-INSWING SIMILAR ` 7 J OUTSWING SHOWN-INSWING SIMILAR l ' J INSWING lR
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EDGE DIST. EDGE DIST. ms uxl.memnlwdlw,larnn
SEE TABLE SHEET 2 SEE TABLE SHEET 2
�4 OPERABLE SILL OPERABLE SILL
7 OUTSWING 7 HIGH BUMP OLITSWING DATE: 02.05.14
AFCO J•2297 AFCO H-497
DWG. Y: CHK. Y:
GL TJM SS'MSS
SCALE: NTS
DWG.P:A010854A
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SHED': OF 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 7
PREPARED DY:
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how 04 W
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w.'•; MASONRY VCONCRETE/MASONRY
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MAX. CONCRETE/ EO EI DIST. REMARKS BY DATECONCRETEANCHOR SHIM MASBYOTONRY HERSSEETABLESHEET2 dMU*PWnt lat&RadlusU GI O.(2./laSEETABLE ON SHEET 2 BYOTHERS
SEE TABLE SHEET 2
1 HEAD (TYPICAL) z JAMB (TYPICAL) 3 OPERABLE SILL
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MASONRY •n MASONRY �nE�\
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MIN. MIN. rertuxl.mawxow+lmx w.afro
EDGE DIST. EDGE DIST.
SEE TABLE SHEET 2 SEE TABLE SHEET 2
4 OPERABLE SILL 7 OPERABLE SILL DATE: 02.05,14
OUTSWING $ HIGH BUMP OUTSWING
AFCO J-2297 AFCO H-497 DWG. Y; CHK. Y:
GL TJM SS MSS
SCALE: NTS
DWG.a;A010854A
SHEET: OF9
J�OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW (�
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM P1
8
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
t
II
1
. � I
PREPARED BY:
BILL OF MATERIALS
ITEMP DESCRIPTION MATERIAL - HOPPE MULT-POINT LOCK
17
FINGER-JOINTED PINE ,
SOLID PINE BUILDING DROPS,INC.
Lb E.—.O .l X-. UI
1 FRAME HEAD/JAMBS onnaXEacn,nvrul
LAMINATED VENEER Nx:C,sE),mwrs
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COMPOSITE '
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ASTRAGAL,ENDURA ULTIMATE HURRICANE W I
2 6063.76 ALUMINUM
(SEE SHEET2 FOR HARDWARE AND FASTENING DETAILS) � Q �
3 (NOT USED) - - j of E�
4 ENDURAZAIL4565F THRESHOLD o mz.
m
5 AFCO 1-2297 THRESHOLD 4 p s x 4 k
6 (NOT USED) -
ticc LL
4 LL a=Q j
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7 AFCO H-497 THRESHOLD
8 WEATHERSTRIP URETHANE FOAM$ HANDI
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"
30 (NOT USED) WOOD ~
m q HEIGHT �• � Z
11 (NOT USED) WOOD io il@�0 zc
12 RIO WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL 3 a
o CL
2 �W'A
13 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2$3) STEEL 6 12 O
14 BUTT HINGE(SEE SCHEDULE SHEET 5) - FF•• U
15 KWIKSET LOCK SERIES 400 STEEL REMARKS BY DATE
16 KWIKSETDEAD80LTSERIES 780 STEEL 4 dMuIEFPointlockBRadWSU GLa6R1/14
HOPPE MULI-POINT HARDWARE HLS90DO m O o )
17 (SEE SHEET 2 FOR HARDWARE AND FASTENING DETAILS) STEEL m )
18 ODL LITE KIT(LMI) 6063.76 ALUMINUM ® I I we IN
19 FLUSH GLAZING LEG FIBERGLASSS ino uau eor ae xirromxEOln W.—F—,
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VAR
DATE: 02.05.14
DWG. Y: CHK. Y:
GL TJM SS/MSS
SCALE: NTS
4.563• y,F'•62' .I DWG.n:A010854A
1.78" SHEET: OF9
9
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Dania Beach, F!33004
A Perfect Solution in Every Drop 954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Prod uet 'Evaluat>ion 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 No. 2753
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
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 6'-0"X 6'4"(Nominal)
C-0"X 8'-0"(Nominal)
Prepared For: `������►����,,,,��
JEl,D-WEN, IiIIC. �`�`�SS F,, 0
3737 Lakeport Blvd. �� ••' ,�-p �';
Klamath balls, OR. 97601 �" . o
r
� 7 r
Prepared by: -
Hermes F. Norero, P.E. ; q.' T T
Florida Professional Engineer#73778 -c�---- DP••
O
Date: 09/22/2014s ••""•'••�G�`�``
Contents: ,ON;
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
A Perfect Solution in Every Drop Date: 09
iY /2014
Report No:: 2 2775353
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 la 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:2909 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:
NCTL-210-3918-01 10/04/13
NCTL-210-3924-d2 12/18/13
SJ W 2013-234 12/09/13
SJ W 2013-235 11/26/13
SJ W 2013-251 12/23/13
SJ W 2013-252 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
SJW2014-069 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 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.f c=3000 psi)or masonry(Conforms to ASTM C90)substrate where
one by(IX),non-structural,wood bucking is employed, use 3/16"diameter ITW Tapcon
or X"Elco Ultracon type concrete screw anchors of sufficient length to achieve minimum
embedment of 1.25"into 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 X"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. NEG. POS. NEG.
L 1A —
XX 6`-0" 59-8" 50* 50 50* 50 LMI&SMI
X -0 -0' S0" 50 50" 50 LMI&SMI
Hermes F. Norero,P.E.
Florida No.73778
Page 4 of 4