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FL# FL13541-R10
Application Type Revision
Code Version 2014
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
RE CEI v ED
Product Manufacturer ]ELD-WEN AUG �!
Address/Phone/EmailLakeport Blvd
Iaam hFallsOR97601 AU01 2016
(800) 535-3936
fbcl@jeld-wen.com PERMITTiNGi
St. Lucie County, FL
Authorized Signature Kaede McLaughlin
fbci@jeld-wen.com
Technical Representative ]ELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Idamath Falls, OR 97601
(800)535-3936
custonierserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Emil
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 E283 2004
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 02/02/2016
Date Validated 02/03/2016
Date Pending FBC Approval
Date Approved 02/07/2016
ht4)lhwvw.floridabdlding.org/pr/prapp dtl.aspx?pararr>=wGEVXQwtDquynOPErOHeeZaoNzG36psAMvlS%2bzB!Ygrn7MX9RiJ3Qxgp/`3d°/a3d 1/3
7/27/2016 Florida Building Code Online
Summary of Products
FL# Model,Number or Name Description
13541.1 Design Pro/Smooth Pro Single(X)Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RIO C CAC NI011906.01-R3.pdf
Approved for use outside HVHZ:Yes FL13541 RIO C CAC NI011906-R3.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018
Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
FL13541 R10 II A010831A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13541 R10 AE PER2742 SS 2014-09-26.13df
Created by Independent Third Party:Yes
1h3541?t2 Design Pro/Smooth Pro Single(X)Gazed Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RSO C CAC NI011921.01-R3-signed.Of
Approved for use outside HVHZ:Yes FL13541 RIO C CAC NIO11921-R4.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+50/-50 03/30/2018
Other:3-0x6-8 and 3-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II A010832A SS 2014-09-26.odf
Verified By: Hermes F. Norero, P.E. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13541 RIO AE PER2743 SS 2014-09-26.pdf
Created by Independent Third Party: Yes
13541.3 Design Pro/Smooth Pro Double(XX)Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 R10 C CAC NI011907.01-R3.odf
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011907-R3.odf
Impact Resistant:No 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
FL13541 RIO II A010833A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13541 RIO AE PER2744 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
13541.4 Design Pro/Smooth Pro Double(XX)Glazed Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RSO C CAC NI011908.01-114.pdf
Approved for use outside HVHZ:Yes FL13541 RIO C CAC NI011908-114.pdf
Impact Resistant:No 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
FL13541 RIO II A010834A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13541 R10 AE PER2745 SS 2014-09-26.pdf
Created by Independent Third Party:Yes
13541.5 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Opaque Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13541 R10 C CAC NI011910.01-R4.odf
Approved for use outside HVHZ:Yes FL13541 Rio C CAC NI011910-R4.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II A010835A SS 2014-09-26.odf
Verified By: Hermes F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 RIO AE PER2746 SS 2014-09-26.pddf
Created by Independent Third Party: Yes
13541.6 Design Pro/Smooth Pro Single with side lite(s) (X,O/O,X/O,X,O)Gazed Fiberglass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL13541 R10 C CAC NI011923.01-R4.pdf
Approved for use outside HVHZ:Yes FL13541 RSO C CAC NI011923-R4.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other:9-0-0x6-8 and 9-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RIO II 13541.6.odf
http:/hvwwfloridabuildirig.org/pr/pr app dtl.aspx?pararrF=wGEVXQwtDquynOPErOHeeZaoNzG36psAMA6%2bzBiYgrn7MX9RiJ3Q)g%3d%3d 213
7/27/2016 Florida Building Code Online
Verified By: Hems F. Norero 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R10 AE PER2747 SS 2014-09-26.odf
Created by Independent Third Party: Yes
13541.7 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,XX/O,XX,O) Opaque Fiberglass
Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 RSO C CAC N1011911.01-R4.pdf
Approved for use outside HVHZ:Yes FL13541 RIO C CAC NI011911-R4.pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL13541 RSO II A010837A SS 2014-09-26.pdf
Verified By: Hennes F. Norero 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL13541 R10 AE PER2748 SS 2014-09-26.odf
Created by Independent Third Party: Yes
13541.8 Design Pro/Smooth Pro Double with side lite(s) (XX,O/O,X)(/O,XX,O)Glazed Fiberglass
Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL13541 R10 C CAC NI011912.01-R4.Ddf
Approved for use outside HVHZ:Yes FL13541 R10 C CAC NI011912-R4.13df
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:N/A 03/30/2018
Other: 12-0-0x6-8 and 12-0x8-0 Inswing and Outswing Installation Instructions
FL13541 R10 II A010836A SS 2014-09-26.Ddf
Verified By: Henries F. Norero, P.E. 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL13541 R10 AE PER2749 SS 2014-09-26.odf
Created by Independent Third Party: Yes
Back Ptext
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovricht 2007-2013 State of Florida. ::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-reoords request,do not send
electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees Ifcensed under Chapter455,F.S.must provide the Department Wth an email address If
they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not vAsh to
supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee
under Chapter 455,F.S.,please dick here.
Product Approval Accepts:
ECCtik M
Credit Card
Safe
http:/AmmNfloridabuilcing.org/pr/"pp dtl.aspx?pararn--wGEVXQwtDquynOPErOHeeZaoNzG36psAMvi5%2bzBiYgrn7MXgRiJ3Q)U%3d%3d 313
NOTICE OF PRODUCT CERTIFICATION
;Sep cearrP/c,
nccRFoW, .0 CERTIFICATION NO: NI011921.01-R3
zY o✓�� DATE: 03/26/2014
N CERTIFICATION PROGRAM: Structural
COMPANY: JELD-WEN
CODE: 822-1
,I E`�
PR9� _ . REVISION DATE: 09/19/2014
F. .
To verify that the"Notice of Product Certification"is valid,please visit www.NAMICertificarion.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"
3737 Lakeport Boulevard Fiberglass Glazed
Klamath Falls,OR 97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:Insulating Glass(Tempered)
IS Frame: W-952mm(37.50") H-2487mm(97.93")
OS Frame:W-952mm(37.50") H-2466mm(97.12")
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 Qualifies Configurations:X
AAMA 1304-02
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-
210-3925-03/SJW2014-032/NCTL-210-3930-01/NCTL-210-3930-02/SJW2014
068/SJW2014-071/SJW2014-069/SJW2014-079/A010832A SS/W-1672/W-1697
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
� ID CERT'PIC,4 ` f
-il�` "RFS oy00 CERTIFICATION NO: NI011921-R4
z DATE: 03/26/2014
N 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 www.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 any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
JELD-WEN JELD-WEN"Design Pro/Smooth Pro"
3737 Lakeport Boulevard Fiberglass Glazed
Klamath Falls, OR 97601 In-Swing or Out-Swing Side-Hinged Door
Configuration:X
Glazing:Insulating Glass(Tempered)
IS Frame: W-952mm(37.50") H-2081mm(81.93")
OS Frame:W-952mm(37.50") H-2063mm(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 Qualifies Configurations:X
AAMA 1304-01
Product Tested By: National Certified Testing Laboratories
Report No: NCTL-210-3918-01/SJW2013-231/SJW2013-251/SJW2013-252/SJW2013-253/NCTL-
210-3925-03/SJW2014-032/NCTL-210-3930-0 l/NCTL-210-3930-02/SJW2014-
068/SJW2014-071/SJW2014-069/SJW 2014-079/W-1672/W-1697
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
37 1/2"MAX. PREPARED BY:
O.A.WIDTH Q
jj�LWWEN fi5 4371/2"MAX. BUILDING DROPS,INC.
N D O W S & DOORS 6
O.A.WIDTH
399 E.DAN%REACH BLVD.,STE.338
ff 2 OANIA 9 L33004
5 4 6
PH:1954)39M478
3 FAX:19541)46.4)30
6 WEB:w bN9dlned,Ops.m
DESIGN PRO/SMOOTH PRO FULL LITE
6 1 kJ
NON—IMPACT b LU .,N
c\o IO0 4 Z '\-'�S 5 ~ J Z H- p,FL b
O On s � � O Forvb
FOR USE OUTSIDE THE NIGH VELOCITY HURRICANE ZONE(HVHZ) 4 e o 5 e ACTIVE w a W QZ o
LD
Do
ACTIVE
H 30 5 5 Z =Z0 O In w Aga LL
GENERAL NOTES: O'^ _ Q W m Y
O
1. THE PRODUCT SHOWN HEREIN 15 DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT Z g / / Z Q ❑
INTERNATIONAL BUILDING CODE(IBC),INTERNATIONAL RESIDENTIAL CODE(IRC),AND FLORIDA BUILDING CODE '� > Z ^o
(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: 2 W Q W
• ASTM E330-02 J VI sj�
• ASTM E283.04L 1I�T
• AAMA 1304-02 3 4 5 fi 7 8 9 3 4 5 6 7 8 9 Q V �
• TAS 202-94 4 4 4 4 4 4 4 4 4 4 4 4 q 4 C N o
1 TYP.ELEVATION 1 TYP.ELEVATION 2 i
2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY OR 2X FRAMING AS A MAIN WIND FORCE - li.l
6'-a°OOOp HOGNi B'-0°OOOp HEIGHT (� W
RESISTING SYSTEM CAPABLE Of WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE37 1/2'MAX. CL J
FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF O,q,WIDTH
INSTALLATION.
3. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR REMARKS BY DATE
A SPECIFIC SITE, IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED Add ADA sill,Multl-Point Lock GL 06/05/14
HEREIN,A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS Add TAS 202-94Standard SM 09/22/14
DOCUMENT.
4. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT to to w
RESISTANCE. .-, w ANDSNALLNOT OF REPRODUCED IN WH00:OR PAnf
J� Z WONDUT WRIRFN CONSOrt DFBURONGDROPS,ING
5. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS.SEE SHEET 6 FOR GLAZING DETAILS. t7 F -OAS,ADDMONSNIGNOG_T OROFHFR
Z U.LL MARDNG9TOTH0 DON SNOT PEEMITTEOAND
6. FULL LITE APPROVAL COVERS USE OF FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS BETWEEN d p \\\ S F. �/z
GLASS,DECORATIVE,AND EXTERNAL AND INTERNAL WROUGHT IRON.VENT UTES ARE QUALIFIED FOR 6 a C,,s O �\ �� O �i
DOORS ONLY.RADIUS(SHAPED)LITES ARE QUALIFIED FOR V-8"DOORS AT DP 450 PSF ONLY. O ((��,•' _�
/ _ T.' :�O
7. NOTE: AFCO H-497 SILL MEETS WATER INFILTRATION AT WATER TEST PRESSSURE (WTP) OF 9.75 PSF. m 7 •_
REMAINING SILLS NOT RATED FOR WATER INFILTRATION. IF AUTHORITY HAVING JURISDICTION REQUIRES THAT
PRODUCT MEETS THIS REQUIREMENT,PRODUCT SHALL BE USED WHEN INSTALLED AT LOCATION PROTECTED BY L 44/
ACTIVE
OVERHANG SUCH THAT OVERHANG(OH)RATIO=OH LENGTH=OH HEIGHT 15.1.0
to
T T
3 TYP.ELEVATION 3 �iKspryO�yUAISD)S \\\�
6'-e°DOOR WITH OPTIONAL VENT OTE 198 E.OhAI/41447 M8
TABLE OF CONTENTS NOTE: SEE SHEET B FOR OWING DETAILS DANI4 DEAL IJISIO04
FBPECERT.OG AUTHO rAilON N0.
DOORS SHOWN ABOVE MAY BE LEFT 39570
SHEET REVISION SHEET DESCRIPTION OR RIGHT HAND OPERATING DOORS. Digitally signed by Hennes F.Norero,P.E.
Rea1 B TYPICAL ELEVATIONS,DESIGN PRESSURES,AND GEN ERAL NOTES Date:
lam a2614:7:32.4'00'document
MAX.OVERALL Date:2014.09.2614:47:32-04'00'
DESIGN PRESSURE(PSF)
2 A TYPICAL ANCHOR LAYOUTS AND NOTES NOMINALSIZE MISSILEDATE: 02.05.14
3 A OPTIONAL 2X BUCK ANCHORING DETAILS CONFIGURATION INSWING OUTSWING IMPAR
WIDTH HEIGHT RATING DWG. Y: CHK. Y:
4 A VERTICAL ASSEMBLIES POS. NEG. POS. NEG. GL TJM SS MSS
5 A HORIZONTAL ASSEMBLIES X 3'•0" 6'-B" 50• 50 50• 50 NONIMPACT SCALE: NTS
6 A GLAZING DETAILS X RADIUS 3'-0" 6'-8" 50• 50 50• 50 NONIMPACT DWG.n:A010832A
7 A WOOD SUBSTRATES X VENT 3'•0" 6'-8" 50• 50 50• S0 NOWIMPACT SHEET: 0,
8 A CONCRETE SUBSTRATES X 3'-0" 8'-0" 50• 50 50• 1 50 NON-IMPACT
9 A COMPONENTS&BILL OF MATERIALS -SEE GENERAL NOTE 7,SHEET 1,FOR WATER INFILTRATION APPROVED SILLS. 1
PREPARED BY:
INSTALLATION NOTES:
1, ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. Q®,
2. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM ALLOWABLE BUILDING DROPS,INC.
SHIM STACK TO BE 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS,SHIM(S)SHALL BE 398 E.DANIA BEACH BLVD.,STE.338
CONSTRUCTED OF A NON-COMPRESSIBLE COMPOSITE OR BETTER. DANIABEACH,FL33004
PH:(954)3998478
3. MINIMUM EMBED M ENT AND EDGE DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO wee:FAX:(954)744.4738
wlNw.eDumRBaE4PE.CDRI
STUCCO,FOAM,BRICK VENEER,AND SIDING.
4, INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL c
OR HAVE A CORROSION RESISTANT COATING,AND SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR v
MANUFACTURER'S INSTALLATION INSTRUCTIONS, 371/2"MAX. � W o,'H 8
O.A.WIDTH ' F— 17,o A d
S. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR 3"TYP 0
JOINTS.EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE C2 C2
SHELL OF BLOCK. Z¢ 0
a � mid
6. FOR 2X STUD CONSTRUCTION,ANCHORING OF THESE PRODUCTS SHALL BE THE SAME AS FOR 2X BUCK Q
� I � ~OO z � m S
CONCRETE/MASONRY CONSTRUCTION. i0
7. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE
FOLLOWING PROPERTIES: I 4 Z O Z:
A.WOOD-MINIMUM SPECIFIC GRAVITY OFO.SS. 2 Wo
B.CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. aoink
C. GROUT-FILLED CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH ;4�= m m Pi 0
OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476,MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000
PSI. l7 m a O O U
D.HOLLOW BLOCK CMU-UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH Q W_
OF 2000 PSI. 3 3 4 < <
O t
S. SEE SHEETS 7 AND 8 FOR MORE DETAILS OF THE INSTALLATION REQUIREMENTS,INCLUDING ANCHOR 0 7x H O N
LOCATIONS,EDGE DISTANCES,EMBEDMENTS,AND SHIM SPACING.
REMARKS BY DATE
9. OPTIONALLY,ANCHORS CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM Add ADA sill,Multi-Point Lock GL 06/05/14
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED.
i
ANCHOR TABLE
6'8"DOORS BID"DOORS A2AND SHALL NOT BE REPRODUCED IN WHDEE OR PMT
WITHOUT NOT CONSENT OF BUILDINo CRDM,INC.
1 TYP.ANOR LAYOUT ALTERAnons,AoOrtIDNs,IGHUGxnnG,on OTHER
ANCHOR MIN. MIN.EDGE 6'.8'FCHB'-0"DOOR HEIGHT MMRING510 TM300N ENOTFFRMIfIEDANO
ANCHORTYPE SUBSTRATE MAX'O,C, MAX'O,C, \ J I
SIZE EMBEDMENT DISTANCE `\\\��$F. O
SPACING AT SPACING AT
JAMBS JAMBS NOTE: `���(V�R.P ,
NO ANCHORS REQUIRED ATTHE SILL FOR SINGLE DOORS(X)ONLY. �:� , 0
WOOD SCREW #10 OR FRAMING 2X WOOD BUCK 1.1/2" 3/4" 17-3/2" 17-1/4" 7 "-
ITW TAPCON 3/16" CONCRETE/CMU 1-1/4" 2-1/2" 17-1/2" 17.1/4°
ELCO ULTRACON 1/4" CONCRETE/CMU -3/8"-CMU 1R 17-1/2" 17.1/4" // ,pprypgn�yy�&�31AA�yyr1G,\\�`
398 F.D.iR4E(dJIJ�'l7.eEE\338
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iB PF CFRT.OF AUTHD RNATIDN NO.m573
B2 2'#9 X 21/2"PFH
SCREWS
DETAIL D2 25 26 DATE: 02,05.14
2'#9 X 2 1/2'PFH TYP.HOPPE
PFM SCREWS. MULTI-POINT SHOOT BOLT DWG. Y: CHK. Y:
PLATE LOCATION G L/TJ M SSM SS
DETAIL B2 (RH PLATE SHOWN) SCALE: NTS
TYP.HOPPE 3-BOTTOM SHOOT D2 DWG.#:
A010832A
MULTI-POINT SHOOT BOLT BOLT PLATE
PLATE LOCATION HOPPE#2098911
SHEET: OF 9
SILL SECTION VIEW C HEAD SECTION VIEW
INSWINGSHOWN OISTSWINGSIMILAN INSWINGSHOWN OUTAVINGSIMILAR
SEE DETAIL Bi SEE DETAIL D3
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANIA BEACH BLVD.,STE,330
DANIA BEACH,EL 33004
PH:(954)399-0478
41/2"TYP. 1/2"TYP. PAX:(9341744.4)38
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Add ADA sill,Multi-Point Lock GL 06/OS/14
P.ANCHOR LAYOUT
3 PTIONAL tR BUOt IN CONCRETE/NIMONRY
ANDB
WITHOUT
UTWNOTN REPRODUCEDUI WNOLE O PANT
—RATION,AD CONSENTOFHIGHLIGHTING,
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—RATIONS,ADDRION;NIGNLIGHIING,OR OMEN
MAREINGS TO THIS DDCU NGT PERMITTED AND
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SEE TABLE 2X BUCK ANCHOR TABLE 7 C)
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p'�• 6'8"DOORS 8'0"DOORS = -0 T T i o:
z MIN.EDGE MIN.CENTER 44/
ANCHOR MIN. �0 ;
w ANCHOR TYPE SIZE SUBSTRATE EMBEDMENT DIST.TOTO CENTER MAX.O.C. MAX.O.C. %,O�••. .. ... \�<!/`;
SUBSTRATE DISTANCE
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2X WOOD BUCK 2X WOOD BUCK INSTALL. JAMBS JAMBS E. E.NO.7 \\
ANCHOR PER BUCK ANCHOR TABLE BE..�`ACNJLI���\338
ITW TAPCON 1/4" CONCRETE/CMU 1-1/4" 2-1/2" 4" 25" 30-1/4" DANWBEAC,ENTION4
PIPE CFRT.OP AUTHDRI7ATION N0.19578
ELCO ULTRACON 1/4" CONCRETE/CMU 1-3/8"-CONC. 1" 4" 25" 30-1/4"
[312X WOOD BUCK INSTALL. 2X WOOD BUCK INSTALL. Sa/4' Mu
3 [ROSS SECTION 3 810E VIEW
DATE: 02„05.14
NOTES: GL/TJM SS/MSS
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SCALE: NTS
2. ANCHORS MAYBE STAGGERED AS SHOWN IN DETAIL 4/3. DWG•k:A010832A
SHEET: OF9
3
PREPARED BY:
BUILDING DROPS,INC.
398 E.DANA BEACH BLVD., .338
DANIA REACH,FL330904
PH:(9S4)399-8E7E1
FAX:(954)44.4738
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PREPARED BY:
BUILDING DROPS,INC.
HINGE SCHEDULE HINGE DETAILATJAMS, 398 E.DDANIA BEACH BLVD .�E.338
PLACE 49 X 2.1/2"PFH SCREW NEXT TO WEATHERSTRIP PH!(9S4(3998478
DOOR HEIGHT QUANTITY PAR:(954)744.4738
WEB:—.bulldl,&d,pScom
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17 USE 3/4"LENGTH FOR 6'-8"DOORS
USE 1"LENGTH FOR 8'-0"DOORS F
D1 LOCK JAMB HINGE JAMB REMARKS BY DATE
5 OUTSWING SHOWN-INSWING SIMILAR 5 OUTSWING SHOWN-INSWING SIMILAR Add ADA sill,MultFPOint Lock GL 06/05/14
AND""NDE BE REPRODUCED IN-M OR PART
WITHOUT WRITTEN CONSENT OF BURRING DROPS,INC
ALTERATIONS,ADDIOONS,HIGHIIGNTING,OR OMER
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5 OUTSWINGSHOWN-INSWINGSIMILAR 5 OUTSWINGSHOWN-INSWINGSIMILAR 5 TOP REINFORCEMENT PLATE-ACTIVE PANEL ONLY DWG.#:A010832A
SHEET: OF9
5
PREPARED BY:
BUILDING DROPS,INC.
1"MAX. 898 E.DANIA BEACH BLVD.,9 938
1"MAX' 1"MAX. 1"MAX. DANA BEACH.FL 33DOA
3/4"AIRSPACE PH:19541399�8479
3/4"AIRSPACE IHI 3/4"AIRSPACE III...—.III 3/4"AIRSPACE FAK:1954I744.4739
I4 yX INTERIOR 14 I X WEB:www.EUlldingtlrOps.eom
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FRACTIONAL GLAZING,INCLUDING INTERNAL GRID,BLINDS SHEET: OF 9
BETWEEN GLASS,DECORATIVE,EXTERNAL AND INTERNAL
WROUGHT IRON AND RADIUS(SHAPED)LITES ARE APPROVED 24 ODL VENT LITE ASSEMBLY
IN ALL GLAZING DETAILS SHOWN ABOVE.
PREPARED BY:
2X WOOD BUCK Q
BUILDING DROPS,INC.
Z
MIN. �'—� E.v=i
C]W 3B8 DANIA SUCH BLVD.,STE.330
EDGE DIST. %�� WOOD ANCHOR DANIA BEACH,FL 330M
SEE TABLE SHEET gyp¢ %/ SEETABLE ON SHEET 2 PH:(954)399.8478
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FAX:(954)7Ed.4738
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2X WOOD BUCK 2X WOOD BUCK 2X WOOD BUCK
DATE: 02.05.14
g OPERABLE SILL g OPERABLE SILL OPERABLE ADA SILL DWG. Y: CHK, Y:
7 OUTSWING-NOANCHORREQUIRED 7 OUTSWING-NOANCHORREQUIRED 7 INSWING/OUTSWING-NO ANCHOR REQUIRED GL TIM $S�M$$
AFCO A-117 ENDURAZOBL456SF ENDURAHCIS000 SCALE: NTS
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tp OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: 0 F 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED.
PREPARED BY:
Ir
MIN. N 1x WOOD BUCK BUILDING DROPS,INC.
EDGE DIST. (OPTIONAL) SILICONE 398 E.DANA BEACH BLVD.,STE.338
SEE TABLE SHEET _ .�� DANABEACH,FL33OOR
2i 5 PH:I954I3998476
23 �� CONCRETE ANCHOR Epx:I l74E.A7
0 WEB:www,Wlldingdtopi.tem
Iy F SEE TABLE ON SHEET 2
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SEE TABLE SHEET 2
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8 OUTSWINGSHOWN-INSWINGSIMILAR 8 OUTSWINGSHOWN-INSWINGSIMILAR 8 INSWING-NO ANCHOR REQUIRED O i
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SILICONE SILICONE ~
REMARKS BY DATE
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MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS THIS D x o D I
pNDSHALL NOT
BE ASPRDOUCED IN WxOIE OR PART
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ALTERATIONS.ADI-ONS,XAi,N AG,DR OTHER
4 OPERABLE SILL OPERABLE SILL OPERABLE SILL NARDNG3 O x13 DON icor PTRP, AND
�� �g F. 0 ����
8 OUTSWING-NOANCHORREQUIRED 8 INSWING-NO ANCHOR REQUIRED 8 OUTSWING-NOANCHORREQUIRED Q�•••• �PIle
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MASONRY MASONRY MASONRY
BY OTHERS BY OTHERS BY OTHERS
OPERABLE SILL OPERABLE SILL DATE: 02.O CHK.
8 9 1 OPERABLE SILL DWG. Y: CHK. Y
OUTSWING-NOANCHORREQUIRED 8 OUTSWING-NOANCHORREQUIRED 8 OUTSWING/INSWING-NO ANCHOR REQUIRED GL TJM SS?MSS
AFCOA-117 ENDURAZOBL456SF ENDURA HCISOOO ADA SCALE: NTS
DWG.It:A010832A
p OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW
SHEET: 0 F 9
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. 8
PREPARED BY:
BILL OF MATERIALS O ROCKWELL MULT-POINT LOCK O HOPPE MULT-POINT LOCK
ITEM# DESCRIPTION MATERIAL 20 21 W/SILL SHOOT BOLT PLATE#2096911 Ir
FINGER-JOINTED PINE
BUILDING DROPS,INC.
SOLID PINE
1 FRAME HEAD/JAMBS 398 E.DAN%BRCN BL 330SEE.338
DAN (954)3,EL33004
LAMINATED VENEER PH:(954139484]8
LUMBER 0 PAR:(954) .478A
wEB:
COMPOSITE --IIRI�III— www.nwlem9e,oP4.com
2 (NOT USED)
3 (NOT USED) - ...---ILLLI JJJIILLL___ ~ 0 q N m
4 ENDURA ZAIL4565F THRESHOLD 0 H O"'d
5 AFCO J-2297 THRESHOLD
6 AFCO A-276/P-2000 THRESHOLDIr
7 AFCO H-497 THRESHOLD O O®O° Q° M O J m s a
1:
8 AFCO A-117 THRESHOLD - C:= Z m
9 ENDURA ZOBL4565F THRESHOLD - c o°O° HANDLE Z z
.. HEIGHT 4 Q
10 ENDURA HCISOOO ADA THRESHOLD - °P9 W4 0 2 °c
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SI ]
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POLYETHYLENE ° ",.j"„j LiJ n
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12 NON-COMPRESSION SHIM(0.25"MAX.THK.) COMPOSITE HANDLE 0 `
13 ODL LIPLITE KIT(RADIUS LITES) PLASTIC HEIGHT a
14 1"O.A.IG TEMPERED NON-IMPACT GLASS C1
15 #SO WOOD INSTALLATION SCREW W/11/2"MIN.EMBEDMENT STEEL ° ° 0
° REMARKS BY DATE
4 O ° o F U
16 CONC./CMU ANCHOR(SEE ANCHOR TABLE SHEETS 2&3) STEEL
17 BUTTHINGE(SEE SCHEDULE SHEETS) STEEL oP Add ADA sill,Multi-Point Lock GL 06/05/34
t,
18 KWIKSET LOCK SERIES 400 STEEL
4a
19 KWIKSET DEADBOLT SERIES 780 STEEL
0 D N 8 L
ROCKWELL MULTI-POINT TONGUE LATCH#73228768 6-8 UNIT AND SHALLNDi eE REPRODUCE D IN WNOIE OR PART
20
ROCKWELL MU LTI-PO I NT TO N GU LATCH#732287808-0UNIT STEEL nLTRpTIONS,ADDMON%NIGNUCONSENT OF -NG,Oq OMRNG DROPS, C
BN 0.631, A—GSTO TMS.Anyta NOT PER.—AND
21 HOPPE MULI-POINT HARDWARE HLS9000 STEEL
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22 ODL LIPLITE KIT(NI) PLASTIC C ��``!V��•..••• �. �i��
23 _ FLUSH GLAZING LEG FIBERGLASS ••tj I Z .1 ,PQ
24 ODL LIPLITE KIT(VENT LITES) PLASTIC * 7 •:-"*
25 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE LH#8784091 STEEL ®®O ^o � b
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26 HOPPE MULI-POINT HEAD SHOOT BOLT PLATE RH#8783923 STEEL O '•.••(O �'c�
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VARIES,SEE BOM ABOVE (THRESHOLD THRESHOLD THRESHOLD 398 E.DA OI/P"14(D1b 338
MN%E HORICAIO.
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I—4.563"
�—4.56" 5.62" 4.57"--y 1.75" DATE: 02.05.14
AFCO H-497 THRESHOLD AFCO A-117 THRESHOLD ENDURA ZOBL4565F ENDURA HCI5000 ADA HEAD SHOOT BOLT PLATE(RH)
GL�TJM SS/MSS
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DWG.#:A010832A
SHEET: OF9
.moi .Pi
4.50"
�(--4.56"—•-( 1.75"
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
Product Evaluati®n Report
Of
JELD-WEN, inc.
Design Pro / Smooth Pro Full Lite
Non-Impact
For use outside the High Velocity Hurricane Zone (HVHZ)
for
Florida Product Approval
Report No. 2743
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Doors
Sub—Category: Swinging Exterior Door Assemblies
Product: Design Pro/Smooth Pro Full Lite
Non Impact
For use outside the High Velocity Hurricane
Zone
Material: Fiberglass
Product Dimensions: 3'-0"X 6'4"(Nominal)
3'-0"X 8'-0"(Nominal)
Prepared For: ,��<<�����►��,,,��
JELD-WEN, inc. ���`SES F o
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 �\ ' �0
7 _
Prepared by: Ir Z
Hermes F. borer® P.E.
Florida Professional Engineer#73778 O�'• 0
Date: 09/2 2014
Contents:
E�G
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:2014.09.2615:18:14-04'00'
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 09/22
Report No: 2743743
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
Non-Impact
For use outside the High Velocity Hurricane Zone(HVHZ)
3'-0"X 6'-8" (Nominal)
3'-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 A010832A,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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A010832A require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions A010832A 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: 2743
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
• 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 10/4/13
SJW2013-231 12/3/13
SJW2013-251 12/23/13
SJW2013-252 12/23/13
SJW2013-253 12/23/13
NCTL-210-3925-03 02/07/14
SJW2014-032 04/22/14
NCTL-210-3930-01 02/24/14
NCTL-210-3930-02 03/10/14
SJW2014-068 07/07/14
SJ W 2014-071 07/07/14
SJ W 2014-069 07/07/14
SJ W 2014-079 07/07/14
2. Product Testing performed by Quality Testing Inc.
(FBC Organization#TST7638)
Report# Report Date:
SJW2010-003 01/11/10
3. Quality Assurance Entity
National Accreditation&Management Institute
(FBC Organization#QUA1789)
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
BUILDING DROPS
/2014
A Perfect Solution in Every Drop Date: 09/22
Certificate of Authorization:29578 Report No: 2774343
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(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.fc=3000 psi)or masonry(Conforms to ASTM C90)substrate where
wood bucking is NOT employed, use 3/16"diameter ITW Tapcon or%"Elco Ultracon
type concrete screw anchors of sufficient length to achieve minimum embedment of
1.25" into concrete or masonry.
Refer to Installation Instructions (A010832A)for anchor spacing and more details of the installation
requirements.
Design Pressure:
MAX, OVERALL DESIGN PRESSURE(PSF)
NOMINAL SIZE MISSILE
CONFIGURATION INSWING OUT.SWING IMPACT
WIDTH HEIGHT RATING
POS. N EG. POS, N EG.
X 3`-0" 6'-8" 50* 50 50* 50 NON-IMPACT
X RADIUS 3'-0" 6
1-8" so* 50 r0* 50 NON-IMPACT
X VENT 3`-0" 61-8" 50* 50 50* 50 NON-IMPACT
X 3`-0" T-87-07. SO" 50 S[7" .50 NON-1MPACT
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4
:7/27/2016 '2j Florida Building Code Online
GkTl1V s f.,dG "l1 �i
Florida Depaamentif BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I SCIS Site Map I Links I Search
Busines �^1
Professi I�IProductPlApproval
er
Regulation
Product Aooroval Menu>Product or ADDlication Search>Application List>Application Detail
FL# FL12769-R6
Application Type Revision
Code Version 2014
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the
POC and/or the Comrnission if necessary.
RECEIVED
Comments AUGArchived G O 12016
Product Manufacturer ]ELD-WEN
PERMITTING
Address/Phone/Erriail 3737 Lakeport Blvd St. Lucie County, FL
Idamath Falls, OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
fbcl@jeld-wen.com
Technical Representative JELD-WEN Corporate Customer Service
Address/Phone/Email 3737 Lakeport Blvd.
Wamath Falls, OR 97601
(800) 535-3936
customerserviceagents@jeld-wen.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
ASTM E330 2002
ASTM E331 2000
TAS 202 1994
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/11/2015
Date Validated 11/13/2015
Date Pending FBC Approval
Date Approved 11/20/2015
http://mmfloridabuilding.org/pr/pr_appdtl.aspxC?pararr>=wGEVXQwtDgsmFBcODh9X12Qz2Q1iz137nYpA16iL3uWYdCdK�/31PSA%3d°/pad 1/3
7/27/2016 Florida Building Code Online
Summary of Products
FL# Model,Number or Name Description
12769.1 Contours Steel,Wood Edge Full Lite,Inswing Door w/or w/out Sidelites, 12'-0"x 6-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NI009887-R4 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure:+55/-55 Installation Instructions
Other: Product Can Be Installed In The X, OX/XO, OXO,XX, FL12769 R6 II A008730 SS 2013-09-08.pdf
OXX/XXO,and OXXO Configurations Per Installation Instructions. Verified By: Hermes F. Norero Florida PE No.73778
Since product does not meet water infiltration requirement for Created by Independent Third Party: Yes
HVHZ,it must be installed per overhead requirements as identified Evaluation Reports
in Sec.4410.2.3.2 of the Florida RBC. FL12769 R6 AE PER3791.odf
Created by Independent Third Party:Yes
12769.2 Contours Steel,Wood Edge Full Lite,Inswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NI009887-114 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other: Product Can Be Installed In The X,OX/XO, OXO,XX, FL12769 R6 II A008730 SS 2013-09-08.odf
OXX/XXO, and OXXO Configurations Per Installation Instructions; Verified By: Hermes F. Norero Florida PE No. 73778
and Must Be Installed With Surface Bolts.Since product does not Created by Independent Third Party:Yes
meet water infiltration requirement for HVHZ, it must be installed Evaluation Reports
per overhead requirements as identified in Sec. 4410.2.3.2 of the FL12769 R6 AE PER3791.odf
Florida RBC. Created by Independent Third Party:Yes
127693. ._ Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NI009887-R4 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure;+55/-55 Installation Instructions
Other: Product Can Be Installed In The X, OX/XO,OXO,XX, FL12769 R6 II A008731 SS 2015-10-03.odf
OXX/XXO,and OXXO Configurations Per Installation Instructions. Verified By: Hermes F.Norero Florida PE No. 73778
Since product does not meet water infiltration requirement for Created by Independent Third Party: Yes
HVHZ, it must be installed per overhead requirements as identified Evaluation Reports
in Sec.4410.2.3.2 of the Florida RBC. FL12759 R6 AE PER3792.odf
Created by Independent Third Party: Yes
12769.4 Contours Steel,Wood Edge Full Lite, Outswing Door,w/or w/out Sidelites, 12'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NI009887-114 Certificate.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 03/31/2020
Design Pressure:+66/-66 Installation Instructions
Other:Product Can Be Installed In The X,OX/XO,OXO,XX, FL12769 R6 II A008731 2015-10-03.odf
OXX/XXO,and OXXO Configurations Per Installation Instructions; Verified By: Hermes F. Norero Florida PE No. 73778
and Must Be Installed With Surface Bolts. Since product does not Created by Independent Third Party:Yes
meet water infiltration requirement for HVHZ, it must be installed Evaluation Reports
per overhead requirements as identified in Sec.4410.2.3.2 of the FL12769 R6 AE PER3792.odf
Florida RBC. Created by Independent Third Party:Yes
12769.5 Contours Steel, Wood Edge Full Lite,Inswing Door,w/Vent Lite, 3-0 x 6-8
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NI011489-R1 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 01/31/2020
Design Pressure:+55/-55 Installation Instructions
Other:Product meets water infiltration requirements for HVHZ FL12769 R6 II A009078 SS 2013-02-28.pdf
Verified By: Hermes F. Norero Florida PE No. 73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R6 AE PER3793.odf
Created by Independent Third Party:Yes
12769.6 Contours Steel,Wood Edge Full Lite,Outswing Door,w/or w/out Sidelites, 9'-0"x 6'-8"
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL12769 R6 C CAC NIO11352-R1 Certificate.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2020
Design Pressure:+50/-50 Installation Instructions
Other: FL12769 R6 II A008496FL.odf
Verified By: Hermes F. Norero, P.E.73778
Created by Independent Third Party:Yes
Evaluation Reports
FL12769 R6 AE PER3833.pdf
Created by Independent Third Party:Yes
http://www.floridabuilding.org/pr/pr_app dtl.aspx?pararrl=wGEVXQwtDgsmFBcODh9YJ2Qz2Qliz]37nYpAksiL3uWYdCdKy3lPSA%3d%3d 213
7/27/2016 Florida Building Code Online
(3adt Next
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 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
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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to
Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If
they have one.The emails provided may be used for official communication with the licensee.However 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.,please dick here.
Product Approval Accepts:
0177! WN eCEeck —®...a.
Credit Card
Safe
httpJAn w.floridabuilding.org/pr/"pp dU.asp)Opararr>=wGEVXQwtDgsmFBcODh9YJ2Qz2Qliz137nYpAiGiL3uWYdCdKy3lPSA"/`3d`/gad 313
NAMI NOTICE OF PRODUCT LINE
CERTIFICATION
cER71FjC��
Certification No.: NI009887-R4 Pagel
Date: 05/17/2009
N �
z Revision Date: 05/19/2015
Certification Program: Structural
FNT''�54� _ Company: Jeld-Wen
Code: J-104-3
The"Notice of Product Line Certification"is valid only,when Administrator's Seal is applied to the upper
left hand portion of this form and a certification label is applied to the product. This certification seal
represents product conformity to the.applicable specification and that all certification criteria have been
satisfied.
The products and systems listed below are approved for listing in the Directory of Certified Products at
www.NAMICertification.com. Please review, and advise NAMI immediately if data, as shown requires
corrections.
Company: Jeld-Wen Doors -
3737 Lakesport Boulevard
HIamath Falls,OR 97601
Product Line: Jeld-Wen's Contours/Energy Saver Glazed Wood Edge Steel Entry
Doors w/Glazed Sidelites
Test Report: NCTL-110-11987-1,NCTL-110-11988-1 &SJW2009-200
Section 1: General Description of the Products and Systems under this Certification
1.1 Frame: The frame jambs consist of wood with all corners coped and
butted. The head/jamb corners were fastened with three (4) 16 ga 7/16"
crown x 2"long staples per corner. The threshold was attached to the side
jambs with three (3) 16 ga 7/16" x 2" long wire staples and(2) #8 2-1/2"
long screws at each end.
1.2 Door Panel/Sidelite Construction: Each door panel was constructed from
two (2) face sheets of 24 gauge(0.021"minimum) galvanized steel and an
internal expanded polystyrene foam core.
1.3 Sidelite Glazing: The overall insulated glass unit was comprised of two
(2) 1/8" sheets of clear tempered glass. .
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
Certification No.: NI009887-114 Page 2
Section 2: Registered Suppliers
2.1 Door Lites: ODL
2.2 Astragal: Endura Ultimate Hurricane
2.3 Sills Endura ZOBL4566/Endura FOB4566A
Section 3: Additional Supportive Test or Acceptance Data provided with
Certification Documentation included:
3.11 Surface Burning Characteristics of Building Materials,ASTM E84-08,
Dylite Expandable Polystyrene,Intertek Report Number
3113726SAT-001 Rev.1.
3.2 Standard Test Methods for Tension Testing of Metallic Materials,
ASTM E8-08,Steel Door Skins,ETC Laboratories,Report No.
ETC-08-056-21686.0.
3.3 Product Evaluation Report #2948 prepared by Alexis Spyrou, P.E.,
Texas Professional Engineer#102957,Dated 07/14/2014.
See additional Pages of Certification for Certified Product Line Matrix(s)and Installation Details. If you
have any questions regarding this certification,please contact NAMI at(804)684-5124.
National Accreditation&Management Institute,Inc.
4794 George Washington Memorial Highway,Hayes,VA 23072
TEL(804)684-5124 FAX(804)684-5122
NOTICE OF PRODUCT CERTIFICATION
�R�Q�� oy Company: JELD-WEN Doors Certification No.: NI009887-R4 Page 3
a
Gee 3737 Lakesport Boulevard Certification Date: 05/17/2009
yam' Klamath Falls,OR 97601 Expiration Date: 03/31/2020
N 0 Revision Date: 05/19/2015
PProduct: Jeld-Wen's Contour/Energy g Saver Glazed Wood Edge Steel Door w/or w/o Glazed Side-
- �F1ED R°OU -
Lites(w/Wood Frame unless noted)
Specification: ASTM E283-04/E330-02/E331-00
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact p Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
X I/S or O/S Glazed 3'2"x 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Max Panel Size:3'0"x 67"/Daylight Opening:1'9"x 5'3"
Single w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
X I/S or O/S Glazed 3'2"x 6'10" +66/-66 NO NCTL-110-11987-1/110-11988-1/SJW2009-200iPER2948/W-1694
Single Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
g w/Surface Bolts
Installation Details: A008730/A008731/AO11294
OX/XO I/S or O/S Glazed 613"X 6'l 0" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Single w/Sidelite Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
g w/o Surface Bolts
Installation Details: A008730/A00873I/AO 11294
OX/XO I/S Or O/S Glazed 6'39'x 6'10" +66/-66 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Max Panel Size:3'0"x 6'7"/Daylight Opening:1'9"x 5'3"
Single w/Sidelite w/Surface Bolts
Installation Details: A008730/A008731/AOl 1294
OXO I/S Or O/S Glazed 9545'x 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Max Panel Size:3'0"x 67"/Daylight Opening:1'9"x 5'3"
Single w/Sidelite w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
OXO I/S Or O/S Glazed 914"x 6'10" +66/-66 NO NCTL-110-11987-1/110-11988-1/SJW2009-2OO/PE R2948/W-1694
Max Panel Size:3'0"x 67"/Daylight Opening:1'9"x 5'3"
Single w/Sidelite w/Surface Bolts
Installation Details: A008730/Ao08731/AO11294
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
NOTICE OF PRODUCT CERTIFICATION
�e�o\�oo�°Rcl�r�rnoyo Company: JELD-WEN Doors Certification No.: NI009887-114 Page 4
3737 Lakesport Boulevard Certification Date: 05/17/2009
2 •x Klamath Falls,OR 97601 Expiration Date: 03/31/2020
Revision Date: 05/19/2015
�5�� Product: Jeld-Wen's Contour/Ener Saver Glazed Wood Edge Steel Door w/or w/o Glazed Side-
. o PRoo Contour/Energy g
Lites(w/Wood Frame unless noted)
Specification: ASTM E283-04/E330-02/E331-00
The"Notice of Product Certification"is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listin at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Missile Test Report Number
Configuration or or Maximum Pressure Impact
Drawing Number&
Outswing Opaque Size Pos/Neg Rated Comments
XX I/S Or O/S Glazed 652"x 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double Max Panel Size:3'0"x 6'T'/Daylight Opening:1'9"x 5'3"
Wo Surface Bolts
Installation Details: A008730/A008731/AO11294
XX I/S Or O/S Glazed 692"x 6'10" +66/-66 NO NCTL-110-11987-L/110-11988-1/SJW2009-200/PER2948/W-1694
Double Max Panel Size:3'0"x 6'T'/Daylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AO11294
XXO/OXX FS or O/S Glazed 9'4"X 6'10" +55/-55 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double w/Sidelite Max Panel Size:3'0"x 6'T'/Daylight Opening:1'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
XXO/OXX I/S or O/S Glazed 9'4"x 6'10" +66/-66 No NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double w/Sidelite Max Panel Size:3'0"x 6'7'/Daylight Opening: 1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AO11294
OXXO I/S or O/S Glazed 12'5"X 6'10" +55/-55 NO NCTL-110-11987-L/110-11988-I/SJW2009-200/PER2948/W-1694
Double w/Sidelites Max Panel Size:3'0"x 6'T'/Daylight Opening:1'9"x 5'3"
w/o Surface Bolts
Installation Details: A008730/A008731/AO11294
OXXO I/S or O/S Glazed 12'5"x 6'1V +66/-66 NO NCTL-110-11987-1/110-11988-1/SJW2009-200/PER2948/W-1694
Double w/Sidelites Max Panel Size:3'0"x 67"/Daylight Opening:1'9"x 5'3"
w/Surface Bolts
Installation Details: A008730/A008731/AO11294
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway/Hayes,VA 23072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
]ELD-WEN DOOR INSTALLATION DETAILS TABLE 1
CONTOURS PREMIUM STEEL WOOD EDGE
DESIGN PRESSURE RATING:
FULL LITE NON-IMPACT OUTSWING SIZE QUALIFIES:FULL LITE NON-IMPACT ACTIVE PANELS WITH OR W/O SIDELITES 6
UP TO 12'-0"X 6'-S" MAX.PANEL WIDTH=35 3/4' 6-B TALL SYSTEMS: (XX)(XXO)(OXXO)(X)(OX)(XO)(OXO)
GENERAL NOTES WITHOUT WITH SURFACE BOLTS
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL SURFACE BOLTS: SURFACE BOLTS: AND OOL SMART FRAME
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC),INCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE OUTSWING POSITIVE +55 +66 +60
TO TAS 202-94,ASTM E330-02,E283-04,E331-00 AND AAMA 1304-02. NOTE:ODL SMART FRAME IS HVHZ EXEMPT AND ONLY RATED NEGATIVE
FOR WINDZONE 3.
COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK ITEM DESCRIPTION MATERIAL QTY.
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM(0.25"MAX.THK.) WOOD AS REQ.
3.CONCRETE OR MASONRY MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. CONCRETE MATERIAL SHALL 2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
HAVE A MINIMUM Fc OF 3000psi OR MASONRY/CMU SHALL CONFORM TO ASTM C90. 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
4.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEETS 6&7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 4 #10 WOOD INSTALLATION SCREW W1 1 1/2"MIN.EMBEDMENT STEEL AS REQ.
FROM EDGE OF UNIT FRAME. ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
5.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION 149"MAX.FRAME 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 OR 4
INSTRUCTIONS FOR NON-IMPACT RATED DOORS. FOR OTHER 7 #8 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL S REQ.
IMPORTANT INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN 111 1/2"MAX.FRAME 37 1/2"MAX.
DOCUMENT#Jill 06(INSTALLATION INSTRUCTIONS FOR D.L.O. 1"FRAME TYP. 8 X 3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44
PRE-HUNG ENTRY DOORS)FOUND ON THE JELD-WEN SHT.#3 9 1"O.A.IG NON-IMPACT FRAME BY ODL Polypropylene 1 OR 4
WEBSITE:JELD-WEN.COWLEARN/RESOURCES/ 10 KWIKSET LOCK SERIES 400 STEEL 1
INSTALLATION&FINISHING/. 11 KWIKSET DEADBOLT SERIES 780 STEEL 1
�FLORIDA APPROVED SHUTTERS ARE NEEDED = o \ r 12 1"O.A.IG NON-IMP.SMART FRAME BY ODL Polypropylene 1 OR 4
LU
WHEN IMPACT PROTECTION IS REQUIRED. = J 13 314"O.A.IG NON-IMPACT VENT UNIT BY ODL Polypropylene 1
� o
7Z INTEGRAL MULL POSTS&DOUBLE-BACK JAMBS ago to O t 1 OVERHANG I�
ARE INTERCHANGEABLE.SEE SHEET 3 FOR . LENGTH
t7
MULLING INSTRUCTIONS. z 10 NOTE: PRODUCT HAS NOT BEEN RATED FOR
WATER INFILTRATION. IF AUTHORITY HAVING
8. ALL FASTENERS IN WOOD SHALL
In¢JURISDICTION REQUIRES THAT PRODUCT MEETS M -+
BE COUNTERSUNK 3116"DEEP. O Ul THIS REQUIREMENT,PRODUCT SHALL BE USED j ° v m
EXAMPLE: 3/16"� 0 U) / / \ WHEN INSTALLED AT LOCATION PROTECTED BY m rn N N
INACTIVE ACTIVE OVERHANG SUCH THAT OVERHANG(OH)RATIO= Li.w..
t m o
t tFIXED FIXED • O O m Ln
OH LENGTH_OH HEIGHT IS z 1.0 7DMULL POST JAMB MULL OVERHANGvSURFACE BOLTS NOT RATIOREQUIRED FOR APPLICATIONS
NON-IMPACT LITE REQUIRING OP-55 OR LESS 12-0 X 6-8 ELEVATION M 371/2"MAX.O.A. SEE SHT.#3 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) a '� a
LI FRAME TYP.I I 75"MAX.FRAME �-75"MAX.FRAME— 1 I�-112 1/2"MAX.FRAME�I Imo--112 112"MAX.FRAME—�
O l \ \ \ r \ r \ \ \
Lu
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\ A. / w � W Z
Q ACTIVE ACTIVE ACTIVE ACTIVE ACTIVE LA � Q
FIXED FIXED FIXED FIXED FIXED FIXED FIXED W
3-0 X 6-8 ELEVATION 6-0 X 6-8(OX) 6-0 X 6-8(XO) 9-0 X 6-8(OXO) 9-0 X 6-8(OOX OR XOO) 0 0
SINGLE(X)&(0) �-74"MAX.FRAME—�I I�-111 1/2"MAX.FRAME—�I LU
```� IF 11/O�''''/ � Oo
Digitally signed by Hermes F Norero,P.E. \ 6-0 X 6-8(XX) \ `� ••'° �� z0 LU
Reason:I am approving this document o w / SURFACE BOLTS NOT / Z :'�-� ; O o
X REQUIRED FOR APPLICATIONS a1E: 12�20�2012
Date:2015.10.0318:13:39-04'00' QW 11 REQUIRING DP-55ORLESS �• 7
SHEETINDEX T * * NONE
SHEET# DESCRIPTIONLL
T10 "fl T T &BY:G.LUBBECKE
1 GENERAL NOTES B.O.M.&ELEVATIONS FOR 3-0 PANELS&SIDELITES o a H R� (V�` aw er; S.SAFFELL
2 ELEVATIONS FOR 3-0 PANELS AND 1-2 SIDELTTES CD .C, 'i"
3 OUTSWING BOX MULLING DETAILS UINACTIVE
/ / rn + DRAMNG No.:
4 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD I / / / 39�i EI�CIi gLV Cf t8
5 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE 1 9-0 X 6-8 I �F� �q$� A008731
JJJ--- INACTIVE ACTIVE ACTIVE
6 ANCHORING DETAILS FIXED
7 ANCHORING DETAILS (OXX OR XX FBPEL{N T . b.29578 — 1 DF 7
105'MAX.FRAME 89 1/2"MAX.FRAME
89 1/2"MAX.FRAME 74"MAX.FRAME
15 1/2"MAX. 15 1/2"MAX.
D.L.O. FRAME TYP. FRAME TYP.
SHT.#3
(DLUO
LL
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CL LU
0o N
w
w r \ /r , \ LAC/:IIjll.INACTIVE ACTIVE INACTIVE
FIXED FIXED FIXED
DOUBLE BACK
MULL POST JAMB MULL
SURFACE BOLTS NOT
REQUIRED FOR APPLICATIONS
REQUIRING DP-55 OR LESS
8-4 X 6-8 ELEVATION 7-2 X 6-8 ELEVATION
DOUBLE DOOR W/ 1-2 SIDELITES(OXXO) DOUBLE DOOR W/ 1-2 SIDELITES(XXO OR OXX)
0
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NON-IMPACT LITE 37 1/2"MAX. B 112 a "
SEE SHT.93 53"MAX.FRAME 53"MAX.FRAME I+ {x-68 1/2"MAX.FRAME o—�{ FRAME I~ w
�o xrj�TIV/E
r 19 5/8"
MAX. FL D.L.O. bJ f�PE
w �zf2 LL f2¢ • • • • z 00 0
z
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VE a- A��FIXE PE. FIXE w
o
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4-2 DOUBLE(OX)ELEVATION 4-2 DOUBLE 0)ION TRIPLE(OXO
�ON 3 0 VENT LITE(XT)ION `,`�����5 F••• 0 -ell w
o z
8
• 7 Are 12120/2012
7k * NONE
T T YJG BY:G.LUBBECKE
I�EFJO (v�`CHK.BY: S.SAFFELL
391�E%�CHgFL338 orsavrtHcrvo.:
kF A008731
FBPE CLfWIWAkTAMb.29578 SHff* 2 of 7
APPLY DAP ALEX PLUS SILICONE 19 5/8"MAX.D.L.O.
6-#8 X 2" OR EQUIV.BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
/,6"MAX.D.L.O. —21"MAX.D.L.Q.
00
A3 1 r
FIXED ACTIVE
83 B3 B3 B3 0
o
o 0 0
a J -J �
v
C3
co
C3
ODL 3/4"O.A.VENT LITE
NON-IMPACT
40 s
m m ;9 N
N 1
-L
AV
V_ O Cce O In
�
ODL 1"O.A. NON-IMPACT ODL 1"O.A. NON-IMPACT p -9
1-2 X 6-8 SHOWN 3-0 X 6-8 SHOWN .�. n E o m
!g "� 4 0-
1/8"TEMPERED
INTERIOR 1/8"TEMPERED GLASS INTERIOR 3/4"O.A.
SIDE z
GLASS SIDE 1l2"AIRGAP p
12 INTERIOR �
SIDE 1/8°TEMPERED �„
1!8"TEMPERED F- M O
112"GLASS a z
13/
4 1"MAX 1"MAX. BITE EXTERIOR Z
1 3l4" SIDE
3/4"AIRSPACE 3/4"AIRSPACE z `b z
w x a
3!8"MIN.GLASS 3/8"MIN.GLASS v�
BITE BITE
DETAIL B3 DETAIL 63 13
Dd1 U m f z
ODL NON-IMPACT GLAZING DETAIL ODL SMART FRAME �� Q�3/ N gA z
BOX SIDELITE MULL A3 NON-IMPACT GLAZING DET �10(d
MAX.4 UNITS •.
EXAMPLE:OXXO,OXO,OX 7 _�__ 12/20/2012
'NONE
T T G.LUBBECKE
DETAIL A3 RO (vim aKBr S.SAFFELL
FASTENER LOCATIONS AT '�37WG No.:
(6)FA 39��E ccrltl V 8
DOUBLE-BACK JAMB ATTACHMENT I -F 3 A008731
FBPE Cf�p b.29578 sH- 3 of 7
1"MIN. ----}-- 1MIN. 4 1 1"MIN. ----{-- 1"MIN. —� 4
Cl OPTIONAL
Q
2 2 2 WOOD OUTSWING OPERATING UNIT
1 1/2"MIN. 1 1/2"MIN. BOTTOM % I OPT -ENDURA SILL#FOB 4566A
EMB. EMB. RAIL ��- -- -tel
t _ 1
114" 114" 1"MIN. 1 MIN. 4 1 �� `-------
MAX. MAX. —� r
SHIM 1/8" SHIM 1/8" 2
I
EXTERIOR 1 1/2"MIN. INTERIOR
SEE NOTE#7 SEE NOTE#7 EMB' I I EXTERIOR
ON SHEET 1 ON SHEET 1 INTERIOR , 1 4 4 I !
#STRIKE PLATE
OUTSWING OPERATING UNI
INTERIOR VERTICAL CROSS SECTION 114"
EXTERIOR HEAD JAMB MAX, 1 1/2"MIN. 2
SHIM EMBED.
OUTSWING OPERATING UNIT SEE NOTE#7 INTERIOR
W1 OPTIONAL SURFACE BOL ON SHEET 1
VERTICAL CROSS SECTION EXTERIOR �-- 1"MIN —�— I-MIN -�
HEAD JAMB OUTSWING FIXED OR
OUTSWING FIXED UNIT OPERATING UNIT
VERTICAL CROSS SECTION VERTICAL CROSS SECTION
2 1 HEAD JAMB ENDURA ZOBL4566
'EMBED. lll���114"Max HINGE TOP=6 SCREWS(ITEM#8),2 1SCREWS(ITEM#6)
1 SHIM
CENTER=8 SCREWS(ITEM#8)
/' BOTTOM=8 SCREWS(ITEM#8) o a M
1'MIN SEE NOTE#7 OPTIONAL r' A m e N N
-SEE
SHEET 1 8 WOOD ie a o Go m
/INTERIOR �O 2X 6 3 BOTTOM � %% ! E -
RAIL ( //I o �° `�-' to
t^MIN. / 8 / 2X ��„r��\NTERIOR EXTERIOR p n E o m
j 4X #8 X 3"PFH FOR ��\ - SE a w
STRIKE PLATE
FIXED UNIT w
HORIZONTAL CROSS SECTION i'- i 1 4 4 I �� C
4 1 EXTERIOR OUTSWING SHOWNLL in
Q
7 2 1 1 2 OUTSWING OPERATING UNIT 2 o
OPTIONAL ENDURA SILL#FOB 4566A 1 2X\ EMBEDN IV
z Y p
O 00 =O
EXTERIOR w x p
1 -- 1"MIN -I-- 1"MIN -I o
z
OUTSWING OPERATING UNIT
W1 OPTIONAL SURFACE BOLT W
2 1"MIN. 4 1"MIN. 2 VERTICAL ECTION "' O
NOTES: F IRI0 g4r p F. >
t; o > w
INTERIOR / 1 FOR LACEMENT OF ITW TAPCON ANCHORS IN `%s%OBS F. i��it o Z
2X BUCK OR 1X BUCK CONCRETE/MASONRY
/ OPENINGS,SEE SHEET `` \° �� 2 O t S
1"MIN. \� �� 1"MIN. ED
OPTIONALLY,ANCHOR CAN BE PLACED IN ` •' u
SEE NOTE#7 NARROW SECTION OF HEAD OR JAMB AS. 7 __ ATE 12/20/2012
4 1 ON SHEET 1 LONG AS MINIMUM EMBEDMENT AND EDGE * NONE
1/4"MAX 1/4"MAX DISTANCE ARE ACHIEVED. Ir wc.er:G.LUBBECKE
1-- SHIM SHIM ITEM#6, #9 X 2 112" TWO SCREWS TO BE
3 I ) i cNKar. S.SAFFELL
1 1/2"MIN. 1 M MIN. INSTALLED IN TOP HINGE AT JOB SITE, ��7�s���
EMBED: EMBED. CLOSEST TO WEATHERSTRIP. � � '�� TiB DRAWING NO.:
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 391 E3tCH gF A008731
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ®AT SILL,PLACE ANCHOR IN SILL 1- QQ!
BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE LAN T b.29578 — 4 of 7
CONCRETE/MASONRY 1'MIN. "M N. 1'MIN. 1'MIN. CONCRETEIMASONRY 1'MIN. 1'MIN,
r`I!Y OTHERS - ".M::) 1'MIN. BY OTHERS OUTSWING OPERATING UNIT 1°MIN.—
1'N A'./ ---1"MIN. 1.MI,, ��� 1 1/4„ VERTICAL CROSS SECTION 1"MIN.,
1"MIN MIN. 1'•MIN. 5 OPTIONAL 1X BUCK
11/4" S EMBED 1114'
MIN. 1'MIN.
EMBED MIN. d 5
EMB.
Im 1 11!14' ,r. ( 2 OPTIONAL CONCRET 3
I� 2 MIN.
L q WOOD MASONRY T_
EMBED / ;fi=r1 BOTTOM RAIL BY OTHERS 1)4°
T j
�..�_�.. / ,.M- I � i '• '••• \ MAX.
T—T 1/4" SHIM
•^�~ _ %� ) INTERIOR
MAX / 1/8" MAX. ( •.j%/ / SEE NOTE#7 EXTERIOR
EXTERIOR SHIM ! i;'0- SHIM EXTERIOR \ ':.r:6�� ON SHEET 1
1/4' ! [ °`, I '*••moi
MAX _ SEE NOTE#7 J SEE NOTE#7 INTERIO INTERIOR _______
SF M r`TERIOR ON SHEET 1 ON SHEET 1
OUTS WING FIXED UNIT #8 X 3•PFH FOR j �^ �1pUTSWING OPERATING UNIT
ue x 3'PFH FOR EXTERIORVERTICALCROSS SECTION STRIKE PLATE 71'('EXTERIOR it pPTIONAL ENDURA SILL#FOB 4566A
SEE NOTE 07.JCt:�!"'•MNG O FRAYING UNIT STRIKE PLATE � 1
ON SHE_ 1 lr�i',14":iCAL CROSS SECTION HEAD JAMB `__ ____ i" 1. OPTIONAL
INTERIOR \ WOOD
HEAD JAMB / �/ 5 3
1 1/4°MIIJ._ / ��% I BOTTOM
EMBED. i OUTSWING OPERATING UNIT 1 1/4•MIN 0 INTERIOR I \ ��/ `\ %�/�/ RAIL
W/OPTIONAL SURFACE BOLT EMBED I / '
114'MAX.EXTERIOR 4f - VERTICAL CROSS SECTION • • a 3 5 I (EXTERIOR OUTSWING FIXED OR
Y1, SHIM
HEAD JAMB OPERATING UNIT
R. d 1"MIN 1°MIN—� VERTICAL CROSS SECTION
v' 5 OUTSWING OPERATING UNIT d 4" ENDURA ZOBL4586
1"MIN qw a 1 114'MIN.
Y 1'MIN. VERTICAL CROSS SECTION EMBED
L/ ]� W/OPTIONAL SURFACE BOLT
f�
INTERIOR ENDURA ZOBL4565 0 � o
v
rt 1'MIN 1'MIN Q:1 UI�":::
;A.
\ �� 1°MIN. 8 /• i p O W Ln
1•MIN, a 2X HINGE DETAIL:
L y"I TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) 3 1 6 Y li v v
d SEE OTE#7 ���' CONCRETE/MASONRY p v
ON SHEET 1 '��'f:�:<. � ` 8 CENTER=8 SCREWS(ITEM#8) BY OTHERS �
1 IXED UNIT BOTTOM=B SCREWS(ITEM#8) rn E o X
�rai>1f2*'.0?il AL CROSS SECTION „; s;E X EXTERIOR b1 M m s li
S, K WING SHOWN \�� a
v e Y
,.
2 6 X �v- 5 z
2 / 1'MIN. O
5
1"MINA Ln
_ — EXTERIOR
N.
_•.5?�• . / INTERIOR � � F W
a of
1'MIN C 1 1/4'MIN. 1"MIN. \� \—SEE ITEM#7 N V
1'MIN. EMBED MIN, ON SHEET 1 Z Z
1/4°MAX.
1"
`°b11tJ. d V t'MIN. O co =O
Z kb
•\ INTERIOR % E I 5 2 SHIM W o Q Z
1 114"
\ 1"MIN. MIN.EMBED J O
/\ OUTSWWG OPERATING UNIT w
1"rd N. Kr 'Q \�• EE NOTE#7—'"""` 1°MIN.1•MIN. 1•MIN \ HORIZONTAL CROSS SECTION O Z
1'MIN " 1 ON SHEET I '\`� —I I gFi7�D �?�B C' Ln
� g j
I{ ✓ 1/4°MAX. Ilf SEE NOTE#7 es F. O '�I Z
S SHIM ON SHEET! `� �, �� C O o 3
1/4"MAX. I 1 114"MIN. •� Ln
1:l4"MIN. rl • Z ~
EMBED. SHIM EMBED, 1'MIN. \ �' �� • O a
1 TSCW55 G HINGE JAMB AT FRAME I.UTS WING LATCH JAMB AT FRAMEt°MIN. 7 — _ ATE 12/20/2012
HCI[?:IZi NTAL CROSS SECTION HORIZONTAL CROSS SECTION * * •NONE
I'1/4^
NOT[5 SHIM G.LUBBECKE-fl T �• a' wc.er.IM
DOPTIONA11Y,ANCHOR CAN BE PLACED IN NARROW SECTION OF Fl=Al2 OR JAMB AS LONG AS MINIMUM d 4 � � F(F I�EF�O �� ak ar. S.SAFFELL
EMBEDMENT A113 EDGE DISTANCE ARE ACHIEVED. CONCRETE/MASONRY 1 Ire•MIN. j ��
BY OTHERSEMBED ORA No.;
39� E aCCH ALVB
ITEM#6,(49X 2 1!2")TWO SCREWS TO BE INSTALLED IN TOP HINGf'-Ad'.:OB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL „ �� q�� A008731
1 �F
r"3—),AT SILL,?LACE ANCHOR IN SILL BASE MATERIAL FOR MAYJMUM S!31`7CRT.(NOT USED FOR SINGLE DOOR) CROSS SECTION OF HEAD JAMB OR SIDE JAMB FBPE T .W_.29578 -- 5 - 7
n: n:
1 2 3 4 5 149"MAX.O.A.FRAME 105"MAX. A.FRAME
Q�
`\ 6"TYP. - - 6"TYP.—�{ CO �+---3"TYP. 1 �3"TYP.� co
(D I D7 ID7 I �D7 I ID7
2 3
A6 I I 8 I A6 4 5 7 7 C
NOTE:
IM FOR SUPPORT AT 2 k NEAR EACH ANCHOR o I X I x I
ORla I , I x I la
IS REQUIRED X I I I I I I I I to
1 I I I I of
r-0
I I I I I I I I I I -O
ti I I I I I I I -� I I
E7 IE71 I I I t�7 t IE7I I 1
—T 1-
12-0 X 6-8 OUTSWING 6 8-4),, 3 OUTSWING 6�
(60)ANCHOR LOCATIONS (44)ANC010 LOCATIONS
(FROM EDGE OF FRAME) (FROM E OF FRAME)
9"TYP.-::1 -9"TYP. O -6
d 6"TYP, R
6`1YP. s CL
o o W
75"MAX FRAME 3"TYP-�{ . (D =
112 1/2"MAX FRAME a w h P. BLn
9 �i v c
�6"TYP. _ _ 6"TYP.� �6"TYP. _ 6"TYP.� ¢ 1 a rl rl L
77 w n E o m
E a x
v�U
—0
B M Y a LL
O
tin I I I I I I I I I I I Q X
J
I I I Al5
W 4 5 4 I I 4 5
� �
o x o x �I�As Z
I I I I I I (12)ANCHOR LOCATIONS AT MULL0 - 0
1 1
I I I I I ifl POST OR D(jL B'LGBACK JAMBS ui o z
I I I 1 I I (3•-0 SII L-i"VES ONLY)
9-0 X 6-8 OUTSWING CO 6-0 X 6-8 OUTSWING
(46)ANCHOR LOCATIONS (32)ANCHOR LOCATIONS ® 4
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME) 0 7 rG.By:
20/2012
NE
-j LUBBECKE
gO 4SAFFELL
� :
39 aLliwHt v 8731
FBPEF w' ;f':7 rAV 29578 sHEEr 6 of 7
37 1/2"MAX.O.A.FRAME 71"MAY.O.r,.�RAME 6 11 1/2"MAX.O.A.FRAME
/ TYR 6" (1 e 6"TYP.
C') 2 3 4 5 \I"'-6"TYP. . 6"TYP. I-•— - — -- � TYP. •/`' .
D7
f.)7
117 I D7
a
ILuI I I I I 1` I I
1 87 97 I A6
LL
2 3
� I I
NOTE; 0°
SHIN.FOR SUPPORT ATI x o I I I I x o I I I I I x}a
OR NEAR EACH ANCHOR Q� I I ¢� I l I I I I QQ�~
IS REQUIRED I `i C; IE7 E7I O I � E7 I I 7t O
3-0 X 6-8 OUTSWING
(15)ANCHOR LOCATIONS 4 5 6• X 6.3 OUTSWING 4 s 9-0 X 6-8 OUTSWING
SIDELITE/ACTIVE PANEL(FROM EDGE OF FRAME) (32)AN CHOP,LOCATION 3(FROM EDGE OF FRAME) (4i)ANCHOR LOCATIONS(FROM EDGE OF FRAME)
15 1/2"
MX',',.O.A. 53"MAX.O.A.FRAME o--S8 1i:'r'MAX.O.A.FRAME -52 1/2"MAX.O.A.FRAME
FRAME P. TYP. -," Imo--3°T`(F. �,- "TY - 1 6"TYP.- I�{
3"TYP. �-- ■
D7 D7 °� mN �
o � oo6
a 1 1 I 1 I I 7 T I � I CL co
X a ICL IL 13--
I I ■ w
w ¢� I ED� `q co LL ��
Uo 7 C u� B7 I 1 MEr- x
�C 1 �/ �/ M Iq m L li
2 1 O 4 5 O I �/ I /\ I O _ ,� I /\ I X �' x a
p1 4 5 /I\ 4 5 I I E
a I xa I I I xo- I I I I I
u
I I
O I O - " IE7 E7I ¢ o
LD
1-2 X 6-8 SIDELITE I 4-2 X 6-8 OUTSWING X 6-8 OUTSWING p -2 X 6-8 OUTSWING 5 4 0 co �
(14)ANCHOR LOCATIONS (24)ANCHOR LOCATIONS (30;ANCHOR LOCATIONS (;�3)ANCHOR LOCATIONS w x o
(FROM EDGE OF FRAME) (FROM EDGE OF FRAME) s^TVP s„1�,P (FR -M EDGE OF FRAME) (7ROM EDGE OF FRAME) 3 N a
9”TYP. 9"TYP. 3"TYP.--I IJP 1 w z
6"TYP. J
Typ.
3°TYP. 1 tBO<
2 #8 X 3"PFHO -0SCREW BOTTOM SHOOT • __ ^re 12/20/2012
X DETAIL B7 = INSERT PLUGNONE
12 ANCHOR LOCATIONS 4 G.LUBBECKE
( ) P ASTRAGAL 4J
DETAIL G7 �'► lV ` woven S.SAFFELL
AT ASTRAGAL STRIKE PLATE
(6)ANCHOR LOCATIONS A'0"P.4ULL DETAIL D7 DE'C!r II.E;/ P3�' o� no.:
POST OR DOUBLE-BACK JAMBS HEA�I ER STRIKE PLATE SILL PLUG i S" dLR 3997 EItCHgLV �E�B
N„I.I�sT I A008731
4 5 1-2 SIDELITES ONLY) AT ASTRAGAL AT AS:'6k,AGAL FBPE tia T %Rb.29578 — 7 OF 7
398 East Dania Beach Blvd.
BUILDING DROPS Suite 338
A Perfect Solution in Every Drop Dania Beach, FL 33004954.399.8478 PH
Certificate of Authorization:29578 954.744.4738 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Contours Premium Steel Wood Edge
Full Lite Outswing Door
for
Florida Product Approval
Report No. 3792
Current Florida Building Code
Method: 1 —A (Certification)
Category: Exterior Door Assembly
Sllb— Category: Swln4ing Exterior Door Assemblies
]p►Podliulctt� r-o #goons 11"reM1 900,.Meel Wood Hdge
Maitcirhallo WWodl/24 Ga. Steell
1plrnd1wfl DIlmMt�lm�lon��o 112 ®99X 6£ -a 99 flKaxhaan,3)
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, 012. 97601
Prepared by: �Q- .,,..... . •F� '':
ZZ
Bermes F. Norero, P.E. �'\ . a
7
Florida Professional Engineer#73778
Date: 06/12/15
Contents: .00
Evaluation Report Pages 1—5 �� '� •• ,�••,•,.••\G�Z
Digitally signed by Hermes F.Norero,P.E. �I\SS��NA`–E� %``
Reason:I am approving this document
Date:2015.06.1213:13:48-04'00' Herm VRorero, P.E.
Florida No.73778
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
I�stl rrruif c rurc?P: <9r&;[-WIN,[inc. -
Product Category- Exterior Ido-or Assembly
Product Swinging Fxterior Door Assemblies
CeoffnpNnce Method- State Product Approval Method (1)(a)
Product N9aue: Comourrs PPeTniurril St ani Wood Edge uil lLi to G'vion-Impact autswing;Door
(Non-Impact)
12'..0"x 6•..8„
Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL#73778)for JELD=-WEN inc.
based on Method,l a of the State of Florida Product Approval, 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 Florida Building Code.
See Installation Instructions A008731,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 Florida Building Code,
including 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 require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing A008731 require further engineering
analysis by a licensed engineer or registered architect.
5. See Installation Instructions AD08731 for size and design pressure limitations.
Hermes F.Norero, P.E.
Florida No.73778
Page 2 of 5
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Certification Agency: The manufacturer has demonstrated compliance of manufacturing under a quality
assurance program audited by an approved quality assurance entity&certification
agency through National Accreditation&Management Institute, Inc. (FBC
Organization ft CER177 3)
V°ftf®irmance St offtdards: fhe product described herein has been tested per:
c� `("AS 202--94
• ASTM E 330-02
ASTM F.283--04
O ASTM I:331-00
n-esarenced Data.
4:eports 7o qualify use of 25 Ga.Steel bottoun Pauli:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FBC:Organization# TST1.589)
Report#: NCTL:1.1.0-1.1987-1, Report Date:04/06/2009
2. Product Testing performed by National Certified Testing Laboratory,Inc.
(FBC Organization#'i'ST1589)
Report#: NCTL-110-11988-1, Report Date: 04/06/2009
Reports to qualify use of A.638"za z"eP,4ood bottom rail:
3. Product Testing performed by Certified Testing Laboratories,Inc.
(FBC Organization#TST1577)
Report#: CTLA718W, Report Date: 11/18/2001
The use of either the 25 Ga.Steel or wood bottom rail is permitted for use with steel door at the design pressures
listed herein.
4. Certification Agency
National Accreditation&.Management Institute, Inc.
(FBC Organization#CER1773)
S. Component Material Testing of Dylite Expandable Polystyrene by
Intertek Testing Services NA,Inc.
ASTM E84-08
Report#:3113726SAT-001 R1 Report Date:03/13/2009
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 5
BUILDING DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
6. Component Material Testing of ODI.HP Polypropylene(Spar-cech PP5330--C1.3
& BASF HP-Pro) by Testing Evaluation Laboratories,Inc.
ASTM D 1929--96,AS`I.M D 2843-99,ASTM 635--03,ASTM G26-95
&ASTM D 638-03
!deport 4: TEL 013110297-A,B,C;,&D Report Date: 12/01/2010
!deport#: TF1.01.31A0299--A,B,C,&D Report fate: 1.2/01/7.010
Equivalence of Fest Standards:
Various test standards have been evaluated for differences in test methodology, if any, between tested
editions of the test standards listed below and those editions referenced in the current Florida Building Code.
Jeld-Wen, Inc. has tested their products to the following test standard edition(s):
1) ASTM D635-03
2.) ASTM 1)1.92-9-96
3) ASTM E84-08
4) ASTM G25-95
Chapter 35 of the current Florida Building Code references the following editions of the above mentioned
test standards:
1.) ASTM D635--06
2) ASTM D1929-96(00)e01
3) ASTM E84-09
4) ASTM 0155-05a
After review of the above mentioned referenced standards and editions, it has been found that no significant
technical changes have been made to the test standards that would affect the results.All referenced
standards have been found to be equivalent.All materials test results meet minimum requirements of the
current FBC including HVHZ provisions.
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 5
BUILDING .DROPS Date: 06/12/15
A Perfect Solution in Every Drop Report No: 3792
Certificate of Authorization:29578
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For 2x wood frame substrate, use#10 Wood Screw type installation anchors of sufficient
length to achieve a minimum embedment of x..50" into the wood frame substrate.
B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is
employed, use 31.16"diameter 1TW`>!"apron type concrete screw anchors of sufficient
length to achieve minimum embedment OT 1.2.5"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16"
diametc-a 11Af Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.)S" into concrete or masonry.
Refer to Installation Instructions(A00873Jl)for anchor spacing and more details of the installation
requirements.
Design pyessuee: U!siM Suffaxe OCRs:
Design Pressure �
osGtie�e 65 PSF
Nega'lwn Gfi PSF
Without using Surface Baits:
Design Pressure �
spostgue 55 P5F
i'legaiiive ` 55 P5F -
Installation Methods:
Refer to Installation Instructions(A008731)for installation methods,anchor locations,and more
details of the installation requirements.
Hermes F. Norero, P.E.
Florida No. 73778
Page 5 of 5
7/28/2616 Florida Building Code Online
G v
Flodda Departmentof SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats&Facts Publications I FBC Staff ( BCIS Site Map I Links I Search
Business?
4USER:
Product A roval a' I�D
Professi8naI PublicUseer M �Q
Regulation AUG 01 2016
Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL14111-R2 PERMITTING
ILI 0i.-aur
Application Type Revision St.Lucie County,FL
Code Version 2014
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
Address/Phone/Email 3737 Lakeport Blvd
Klamath Falls,OR 97601
(800) 535-3936
fbcl@jeld-wen.com
Authorized Signature Kaede McLaughlin
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
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
ASTM E330 2002
ASTM E331 2000
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
7/28f2016 Florida Building Code Online
Date Submitted 01/13/2015
Date Validated 01/14/2015
Date Pending FBC Approval
Date Approved 01/21/2015
Summary of Products
FL# Model,Number or Name Description
14111.1 Fnishield/Gladiator 9'-2"x 6'-9", Glazed Steel Wood Edge Inswing Door with
Sidelite
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14111 R2 C CAC NI010117 01-R3 11df
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 08/31/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111 R2 II JW062010.pdf
Verified By: National Accreditation&Management Institute
Created by Independent Third Party:
Evaluation Reports
FL14111 R2 AE PER3313.0f
Created by Independent Third Party: Yes
14111.2_ Fnishield/Gladiator 12'-5"x 6-10", Glazed Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14111 R2 C CAC NI011065.01-111 NI011065-R2.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111 R2 II JW132012FL R1.Ddf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R2 AE PER3315.pdf
Created by Independent Third Party: Yes
14111.3 Fnishield/Gladiator 12'-5"x V-10", Opaque Steel Wood Edge Inswing and
Outswing Door with Sidelites
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: No FL14111 R2 C CAC NI011065.01-R1 NI011065-R2,Ddf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant: No 04/30/2020
Design Pressure: +35/-35 Installation Instructions
Other: FL14111 R2 II IW122012FL Rl.pdf
Verified By: Hermes F. Norero, PE 73778
Created by Independent Third Party: Yes
Evaluation Reports
FL14111 R2 AE PER3316.bdf
Created by Independent Third Party: Yes
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Contact Us::2601 Blair Stone Road,Tallahassee Fl-32399 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
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
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However 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.,please didc here.
Product Approval Accepts:
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Safe
NOTICE OF PRODUCT CERTIFICATION
O\��D CERTIF/pgTjO w
AGCRE�fT'�yQ Company: JELD-WEN Doors Certification No.: NI011065-R2
�
r •PZ 3737 Lakeport Drive Certification Date: 04/18/2012
N Klamath Falls,OR 97601 Expiration Date: 04/30/2020
Revision Date: 10/27/2014
Product: 25 Ga. Steel Wood Edge Glazed & Opaque Doors w/Glazed Sidelites (w/wood frame)
oEsre.T��
ccr��ED PRO�JG�-' .
Specification: ASTM E283-04/E330-02/E331-00/AAMA 1304-02
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicerffication.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Test Report Number
Configuration or or Maximum Pressure Drawing Number&
Outswing Opaque Size Pos/Neg Comments
OXXO I/S Door-Glazed 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1/NCTL 210-3801-1/FL 1939/W-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/AFCO A-276 Sill
Installation Details:JW 132012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO I/S Door-Glazed 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1/SJW2010-146/FL 1939W-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/Endura LZA1L5625DSR Sill
Installation Details:JW 132012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO O/S Door-Glazed 12'5"x 6'9" +35/-35 psf NCTL 210-3804-2/NCTL 210-3801-1/FL 1939AV-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/AFCO A-117 Sill
Installation Details:JW I32012FL -
ualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO I/S Door-Opaque 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1/NCTL 210-3801-1/FL 1937/W-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing!IG-1/8"Tempered
w/AFCO A-276 Sill
Installation Details:JW 122012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO I/S Door-Opaque 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1/SJW2010-146/FL 1937/w-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/Endura LZAIL5625DSR Sill
Installation Details:JW 122012FL
Qualifies Configurations:0/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO O/S Door-Opaque 12'5"x 6'9" +35/-35 psf NCTL 210-3804-2/NCTL 210-3801-1/FL 1937/W-1517
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/AFCO A-117 Sill
Installation Details:JW I22012FL
Qualifies Configurations:0/X/XO/OX/OXO/XX /OXX/OXXO
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highway A 3072
Tel: (804)684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
�p GERT►FfCgTi NOTICE OF PRODUCT CERTIFICATION
"\�
accgFo�T Company: JELD-WEN Doors Certification No.: NI011065.01-111
3737 Lakeport Drive Certification Date: 04/18/2012
N z Klamath Falls,OR 97601 Expiration Date: 04/30/2020
Revision Date: 10/27/2014
Product: 25 Ga. Steel Wood Edge Glazed& Opaque Doors w/Glazed Sidelites (w/wood frame)
`'
c� �tED PRpp° Specification: ASTM E283-04/E330-02/E331-00/AAMA 1304-02
The"Notice of Product Certification"is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute(ANSI).
Inswing Glazed Design Test Report Number
Configuration or or Maximum Pressure Drawing Number&
Outswing Opaque Size Pos/Neg Comments
OXXO I/S Door-Glazed 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/EnduraHF14565 Sill
Installation Details:JW 132012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO O/S Door-Glazed 12'5"x 6'9" +35/-35 psf NCTL 210-3804-2/FL 1939
Double w/Sidelites Sidelite-Glazed Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Glazing:IG-1/8"Tempered
w/Endura FOB4566A Sill
Installation Details:JW 132012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
OXXO I/S Door-Glazed 12'5"x 6'10" +35/-35 psf NCTL 210-3804-1
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/EnduraHF14565 Sill
Installation Details:JW I32012FL
Qualifies Configurations:Or"O/OX/OXO/XX/XXO/OXX/OXXO
OXXO O/S Door-Opaque 12'5"x 6'9" +35/-35 psf NCTL 210-3804-2/FL 1937
Max Panel Size:3'0"x 6'8"/Daylight Opening:1'9"x 5'3"
Double w/Sidelites Sidelite-Glazed Glazing:IG-1/8"Tempered
w/Endura FOB4566A Sill
Installation Details:JW I32012FL
Qualifies Configurations:O/X/XO/OX/OXO/XX/XXO/OXX/OXXO
National Accreditation&Management Institute,Inc./4794 George Washington Memorial Highw es, A 23072
Tel: (804) 684-5124/Fax: (804)684-5122
NAMI AUTHORIZED SIGNATURE:
7ELD-WEN DOOR TABLE 1
INSTALLATION DETAILS DESIGN PRESSURE RATING:
FINISHIELD/GLADIATOR STEEL DOOR,WOOD EDGE SIZE QUALIFIES:FULL LITE ACTIVE PANELS WITH NON-IMPACT GLASS SIDELITE 5
25 GA.FULL LITE NON-IMPACT MAX.PANEL WIDTH�35 3/4' 6-8 TALL SYSTEMS:
UP TO 12'-0"X V-8" (xx)(Xxo)(oxxo)(x)(ox)(xo)(oxo)
POSITIVE OUTSWING/INSWING OUTSWING NEGATIVE +35
GENERAL NOTES INSWING POSITIVE +35
1.THIS PRODUCT IS DESIGNED TO COMPLY WITH CURRENT INTERNATIONAL BUILDING CODE(I.B.C.)&INTERNATIONAL RESIDENTIAL NEGATIVE -35
CODE(I.R.C.)AND THE CURRENT FLORIDA BUILDING CODES(FBC),EXCLUDING HVHZ AND HAS BEEN EVALUATED IN ACCORDANCE
TO ASTM E283.04,E330-02,E331-00 AND AAMA 1304-02.
COMPONENT LIST
2.1X AND 2X WOOD BUCKS BY OTHERS AND MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. BUCK ITEM DESCRIPTION MATERIAL QTY.
MATERIAL MUST HAVE A SPECIFIC GRAVITY OF 0.55 OR GREATER. 1 NON-COMPRESSION SHIM 0.25"MAX.THK.) WOOD AS REQ.
2 2x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
3.PRODUCT ANCHOR TYPES AND SPACING ARE SHOWN ON SHEET 7. DIMENSIONS SHOWN FOR ANCHOR SPACING ARE ALWAYS 3 1x WOOD SUB BUCK(S.G.MUST BE 0.55 OR GREATER) WOOD AS REQ.
FROM EDGE OF UNIT FRAME.'ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 4 #10 WOOD INSTALLATION SCREW W/1 1/2"MIN.EMBEDMENT STEEL AS REQ.
4.THIS DOCUMENT SUPERCEDES OTHER ANCHOR INSTALLATION INSTRUCTIONS 5 3/16"ITW TAPCON ANCHOR W/1 1/4"MIN.EMBEDMENT STEEL AS REQ.
FOR NON-IMPACT RATED DOORS. FOR OTHER IMPORTANT 6 #9 X 2 1/2"PHILLIPS FLATHEAD WOOD SCREW STEEL 2 0R 4
INSTALLATION INSTRUCTIONS,REFER TO JELD-WEN DOCUMENT#J111067 #6 X 2"PHILLIPS FLATHEAD WOOD SCREW STEEL AS REQ.
(PRE-HUNG EXTERIOR ENTRY DOORS)FOUND ON THE JELD-WEN
WEBSITE:JELD-WEN.COM/PRODUCT-SUPPORT/DOCUMENTS/ 8 #9 X3/4"PHILLIPS FLATHEAD WOOD SCREW STEEL 22 OR 44
INSTALLAVON-INSTRUCTIONS149"MAX.FRAME 9 1"Q.A,IG NON-IMPACT FRAME GLAZED BY ODL Polypropylene 1 OR 4
371/2"MAX. 74-MAX.FRAME-110 KWIKSET LOCK SERIES 400 STEEL 1
5. FLORIDA APPROVED SHUTTERS FRAME TYP. D.L.O. 11 KWIKSET DEADBOLT SERIES 660 STEEL 1
ARE NEEDED WHEN IMPACT PROTECTION SHT.#2
IS REQUIRED. I rt OVERHANG
6.FOR DESIGN PRESSURE RATINGS, LENGTH
SEE TABLE 1,SHEET 1. J �C NOTE: PRODUCT HAS NOT BEEN RATED FOR ■
WATER INFILTRATION. IF AUTHORITY HAVING M
7.ALL FASTENERS IN WOOD SHALL '�Z' 'v= 0 / \ JURISDICTION REQUIRES THAT PRODUCT MEETS > a o
BE COUNTERSUNK 3/16"DEEP, w'3–LU O THIS REQUIREMENT,PRODUCT SHALL BE USED A CO m N N
EXAMPLE: WHEN INSTALLED AT LOCATION PROTECTED BY + o O w N
3/16'-- 4 Z z LL o OVERHANG SUCH THAT OVERHANG(OH)RATIO= D-.,m
–4 H OH LENGTH+OH HEIGHT IS?1.0Cn
w w
x x A +
S Z O W OVERHANG O A ...�j
0— N A \ /p RATIO CD 9 z M E o v
ACTNE INACTIVE D= 'n S2 La LL
FI%ED J/ FIXED O O
NON-IMPACT LITE 12-0 X 6-8 ELEVATION 0
SEE SHT.#2 DOUBLE DOOR W/FULL 3-0 SIDELITES(OXXO) N
371/2"MAX.O.A. z
I
FRAME ��5'MAX.FRAME�I I�-75"MAX.FRAME f+-112 1/2"MAX.FRAME—�I �74"MAX.FRAME G z z
LI I II I I w
0 0 a�r
� F \ a n � r v ✓ � r Q o�z Z
0 2 \ \ \ \ ��Z �f
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N3d 10 0 0 o o =p�io ¢
�Z ./ y J X
0–� / \ \ \ / \ / 6-0 X 6-8 ELEVATION 9� 9 0
\ f ' DOUBLE(XX) w o
ACTIVE ACTIVE ACTIVE ACTIVE INACTIVE
FIXED FIXED \ FD(EO FIXED FIXED \ 111TITII b ? w
FULL LITE FULL LITE 6-0 X 6-8 ELEVATION 6-0 X 6 I ELEVATION 9-0 X 6-8 ELEVATION `\ L2
3-0 X 6-8 ELEVATION DOUBLE(OX) DOUBLE(XO) TRIPLE(OXO) %% SES F.
SINGLE(X)&(0) ����lv�,.•' ;�Q��i� DATe:2/20/2012
_ sc u;NONE
SHEET DESCRIPTION
SHEET INDEX `7f 7 7E r DWG.v.,G.LUBBECKE
#
I GENERAL NOTES B.O.M.&ELEVATIONS �}p
2 QUTSWING INSWING BOX MULLING DETAILS Digitally signed by Hermes F.Norero P.E. yq �t"�c+ aw er'S•SAFFELL
3 OUTSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD " J- '• �
4 OUTSWING VERT.AND HORIZ.SECTIONS IN MASONRY CONCRETE398
\ DRAWING W.:
5 INSWING VERTICAL AND HORIZONTAL SECTIONS IN WOOD Reason:I am approving this document 398DA�f- p F�f,�$�b4338 3W132012FL
6 INSWING VERT,AND HORR,SECrIONS IN MASONRY CONCRETE Date:2014.11.2413:55:55-0500 T, \`' sn�r
7 OUTSWING AND INSWING ANCHORING DETAILS F13PE CER AR 14wkf N0.29578 1 OF 7
APPLY DAP ALEX PLUS SILICONE
6-#8 X 2" OR EQUIV.BETWEEN
PFH SCREW AT JAMBS BEFORE MULLING
EACH MULLION TYP.
f-21"MAX.D.L.O.
A2
" 1
FIXED ACTIVE
I�I[�
132 B2
Oa J
■
M
� rn
fa m m N N
• pK pp
O CO �1
a-
ODL LIP-LITE NON-IMPACT om0 3 �
3-0 X 6-8 SHOWNE ..
�^ E o L
< <^ S2
INTERIOR 1/8"TEMPERED
)13
SIDE GLASS
U' Z
Z �
WG
1^MAx. O w Rt Z z
Z
314"AIRSPACE o z318°MIN.GLASS O8" BITE o p °F
=o2'°
S2_j
a DETAIL B2 LLw�4 , o
ODL NON-IMPACT GLAZING DETAIL w N o
o MAX.D.L.O:2.1.X.63"
~_
BOX SIDELITE MULL AA2 �t§ � "%% '1/
F '1" E
MAX.4 UNITS ��(v�� OFp1��i' onre:2/20/2012
EXAMPLE:OXXO,OXO,OX
O s�+NONE
r T
* owaBy,G.LUBBECKE
DETAIL A2 8 9�I —en S,SAFFELL
(6)FASTENER LOCATIONS AT �' .` oaNo:
398D 38 JW1W132012FL
DOUBLE-BACK JAMB ATTACHMENT Ntq d
FBPE CER� /ALLFW 0.29578 sN 2 of 7
1"MIN. 1"MIN. 4 1 1"MIN. 1"MIN. 4 1
Q
2 2 1 a 4
1 1/2"MIN. 1 1/2"MIN.
EMB. EMS. INTERIOR EXTERIOR
1 1 � / %� SEE NOTE#7
' ���' ON SHEET 1
1 1/2" IN.
1/4" —� 1/4" EMBED.
MAX. 118" MAX.
SHIM SHIM 1 4 4
SEE NOTE#7 INTERIOR EXTERIOR SEE NOTE#7 JLNTERIOR EXTERIOR I 1"MIN 11EXTERIOR
ON SHEET 1 ON SHEET 1 1"MIN INTERIOR
OUTSWING OPERATING UNIT
OUTSWING OPERATING UNIT OUTSWING FIXED UNIT VERTICAL CROSS SECTION
ENDURA FOB4566A SILL 1 1MIN
VERTICAL CROSS SECTION VERTICAL CROSS SECTION EMBED.
HEAD JAMB HEADJAMS
--I ��MIN
24Go
2 MIN
7WMAX. OUSHIM SEE NOTE#7 VERTICAL CROSS SECTION
HINGE DETAIL: SILICONE AT SILL
ON SHEET 1 TOP=6 SCREWS(ITEM#8),2 SCREWS(ITEM#6) 1 4 4
1'MIN � CENTER=8 SCREWS(ITEM#8) INTERIOR EXTERIOR
\ BOTTOM=8 SCREWS(ITEM#8) o a $ o
mm o
/INTERIOR �O\ 8 1— • o a
2X _DD
1'MIN. " 6 3 11/2 MIN. 2
8 2X EMBED. C
1 / LL v V
�/. 4X
a
HIMIN
EXTERIOR 1"MIN
FIXED UNIT OUTSWING OPERATING UNIT
HORIZONTAL CROSS SECTION
OUTSWING SHOWN VERTICAL CROSS SECTION C
/' co U
OPTIONAL AFCO A-117 SILL z w
Ln
7 2 1 1 2 NOTES: 0 w 0 Z O
2x EXTERIOR FOR PLACEMENT OF ITW TAPCON ANCHORS IN 2X BUCK OR <0.
- 1X BUCK CONCRETE/MASONRY OPENINGS,SEE SHEET 4 O Oz O o
30
IOW
�• OONALLY,ANCHOR CAN BE PLACED IN NARF
O IHEAD OR AMB AS LONG AS MINIMUM EMBEDMENT AND SECTION 9 p S
EDGE DISTANCE ARE ACHIEVED. W O is
MIN.
4 1" 2 =0 dx
2Q1"MIN, \ % Q ITEM#8,(#9 X 2 1/2")TWO SCREWS TO BE INSTALLED IN TOP S2- .
1 HINGE AT JOB SITE,CLOSESTTO WEATHERSTRIP. RZ LU Qi
INTERIOR AT SILL PLACE ANCHOR IN SILL BASE MATERIAL FOR y 0 Z
\ / ®MAXIMUM SUPPORT.
1"MIN ♦♦♦♦`` S F.
1"MIN. .
♦ E O i
\� SEE NOTE#7 —7 `��♦♦(v��•''" 'i� DATE:2/20/2012
4 1 ON SHEET I \
I 1/4"MAX. 1/4"MAX. 7 :O —:NONE
!!Y) SHIM SHIM * * r owc.ar:G.LUBBECKE
1 1/2"MIN. 1 112"MIN.
EMBED. EMBED. A E S.SAFFELL
.� oan cna:
OUTSWING LATCH JAMB AT FRAME OUTSWING HINGE JAMB AT FRAME 398 Eft �EAC49 ♦`#338 ]W132012FL
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION DAMS �nj-r 064
FBPE CER YbNIAIlTR 0.29578 sH— 3 OF 7
CONCRETEI 1"MIN I'MIN
1'MIN. l'MIN. 1'MIN. 1"MIN. SEE NOTE#7 1"MIN.
MASONRY ON SHEET 1 1 1/4"
l"MIN. VMIN. BY OTHERS TYP. INTERIOR MIN. 1'MIN.
14- 1 -
MIN. 1'MIN. i 1
c
l
MIN14V MIN.
. $ INTERIOR EXTERIOR EXTERIOR EMB.
EMBED EMBED
b
1/4'MIN.
n n
q
EM
3
Jr 3 5
ED %
El
1 VIT171
CONCRETEI—"f—
•
• • MASONRY
CONCRETE/ • 11/4'MIN.' • • BY OTHERS
E
MASONRY
•
BY OTHERS T- EMBED .
MAS • 1/4'
•
4/7 "MIN 1"MIN 1"MIN
TYPICAL % % MmeINTERIOR
114- 1/4' SHIM EXTERIOR
MAX. EXTERIOR MAX, % OUTSWING OPERATING UNIT OUTSWING FIXED UNIT
SHIM SHIN EXTERIOR VERTICAL CROSS SECTION VERTICAL CROSS SECTION
SEE NOTE ENDURA FOB4566A SILL SILICONEAT SILL SEE NOTE#7 OUTSWING OPERATING UNIT
ON SHEET I INTERIOR ON SHEET I VERTICAL CROSS SECTION
SEE NOTE#7 INTERIOR OPTIONAL 1X BUCK
ON SHEET I OUTSWING OPERATING UNIT OUTSWING FIXED UNIT -jLlrERl,
1 114•MIN. VERTICAL CROSS SECTION VERTICAL CROSS SECTION
EMBED, HEADJAMB HEADJAMB
INTERIOR _.R
114'MAX.
HIM 1114'MIN.rs EXTERIOR HINGE DETAIL: EMBED
TOP=6 SCREWS(ITEM#8).2 SCREWS(ITEM#6) CONCRETEIMASONRY
• BOTTOM 8 SCREWS(ITEM#8)
1-MIN CENTER 8 SCREWS(ITEM#8) BYO
MIN.
4
INTERIO m
1. IN
r4
OUTSWING OPERATING UNIT l"MIN. 6
a C�
c,
1'MIN. . VERTICAL CROSS SECTION 1. IN A
OPTIONAL AFCOA-117 SILL It LL
SE TE A7
FIXED UNIT ON SHEET 1
I -�l .'M MIN-MIN 0
I X
I
NOTE
SHEET
HORIZONTAL CROSS SECTION n 2
. 0
OUTSWING SHOWNIt 52 'F
2 6 2X 1"MIN. \-SEE ITEM#7 rn
2 1-MIN. T— ION SHEET 1
�2 i � 1I. 1/4"MAX. 0
% SHIM (D
P2Xz
EXTERIOR 1 1/4"MIN 1 114"
MIN.EMBED w t3
EMBED
OUTSWING OPERATING UNIT
HORIZONTAL CROSS SECTION 00
1 MIN. OPTIONAL 1X BUCK W 0
V MIN. c,
(DP2 1 E
"MIN. 1'MIN. D 0
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O:1 0
0 j2 X
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1.MIN. EE NOTE#7 ON
NOTE#7
Lu
1'MIN. T ON SHEET 1 IN. • 0 0
INTERIOR z
1/4
MAX.
MAX, 5 MIN. ......
114" SHIM 1 114-MIN. 0'/////
11/4"MIN. EMBED.' ........
EMBED.
"OS DAM 2/20/2012
OUTS4IIING HINGE JAMB AT FRAME OUTSWING LATCH JAMB AT FRAME o I 1/4"MAX, 0
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION IFF^^^ SHIM 7 - �:NONE
NOTES: *
ED OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM CONCI —w-G.LUBBECKE
EMBEDMENTAND EDGE DISTANCE ARE ACHIEVED, BYOTHERS EMBED Ep S.SAFFELL
E>ITEM#6,(#9 X 21/2-)TWO SCREWS TO BE INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. OPTIONAL MASONRY/CONCRETE INSTALL398 E, 'IREACiCROSS SECTION OF HEAD JAMB OR SIDE JAMB f, , onAwa+c no:
I
JW132012F:L
E:>AT SILL,PLACE ANCHOR IN SILL BASE MATERIAL FOR MAXIMUM SUPPORT. DA X�feP338
FBPE CERVOHIAIITW0.295781SST 4 w 7
I"MIN. 1 N.-- 4 1 1"MIN. 1"MIN. 4 1
2
1 1/2"MIN. 2 1 1/2"MIN. 2 EXTERIOR INTERIOR EXTERIOR INTERIOR
EMB. EMB. 1 4 4
1 T-
1/4"
1 1 4 4
1/� %/% —� % r
II rrr rrr/r r
MAX. % —r 1/4" %/ J� L
SHIM 1/B" MAX. 1 1/2"MIN. 2 1 1l2"MIN. 2
SHIM EMBED. EMBED.
SEE NOTE#7 EXTERIOR INTERIOR SEE NOTE#7 EXTERIOR INTERIOR II
ON SHEET 1 ON SHEET1 1"MIN h'— 1"MIN
1"MIN 1"MIN h�
INSWING OPERATING UNIT INSWING FIXED UNIT INSWING OPERATING UNIT INSWING OPERATING UNIT
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SEE NOTE#7 HINGE DETAIL:
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EMBED. EMBED. ITEM#6,(#9 X 21/2")TWO SCREWS TO BE 7Fj EN( ` cNw e:S.SAFFELL
INSTALLED IN TOP HINGE AT JOB SITE,
CLOSEST TO WEATHERSTRIP. �• I DRAWING N.,
INSWING LATCH JAMB AT FRAME INSWING HINGE JAMB AT FRAME 398E 338 JW132012FL
HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION ®AT SILL,PLACE ANCHOR IN SILL DART)F� 39
BASE MATERIAL FOR MAXIMUM SUPPORT. FBPE CER 10914UT1 0.29578 s-e 5 Dc 7
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—
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1 1/4' 1 1/4' —V MIN. EXTERIOR INTERIOR EXTERIOR INTERIOR EMS,
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EMBED
1114'MIN.2 1114 MIN
ME EMBED
CONCRETEI�
M
2 MASONRY
BY OTHERS T_
114"
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lw I'MIN 1. N I-MIN I'MIN SHIM
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SHIM SEE NOTE#7 EXTERIOR INTERIOR ENDURA HF14566 SILL AFCO A-276 SILL ON SHEET i
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SEE NOTE#7 1 RATING UNIT INSWING FIXED UNIT OPTIONAL 1X SUCK
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HEAD JAMS HEAD JAMS
I 114"MIN. EXTERIOR INTERIOR EXTERIOR INTERIOR
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1'MIN il"MIN N M — •-j• I'MINIcy
EXTERIOR BOTTOM=8 SCREWS(ITEM 118)
WSWING OPERATING UNIT INSWING FIXED UNIT
8 8 VERTICAL CROSS SECTION VERTICAL CROSS SECTION
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NOTES: SHIM mi.w:G.LUBBECKE
E>
OPTIONALLY,ANCHOR CAN BE PLACED IN NARROW SECTION OF HEAD OR JAMB AS LONG AS MINIMUM 4 cm a:S.SAFFrLL
E
C EMBEDMENT AND EDGE DISTANCE ARE ACHIEVED. CONCRETEIMASONRY--1 1/2'MIN.
[DITEM#6.(#9 X 2 1/2')TWO SCREWS TO 13E INSTALLED IN TOP HINGE AT JOB SITE,CLOSEST TO WEATHERSTRIP. "OTHERS OPTIOEMSED 398 E 38 DRAMG N.:
OPTIONAL MASONRYICONCRETE INSTALL DA 4 JW132012FL
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9-0 X 6-8 OUTSWING/INSWING (FROM EDGE OF FRAM ) '' z
(34)ANCHOR LOCATIONS ��� i� X X 6
(FROM EDGE OF FRAME) .`` SES F. O 4,
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2-#8 X 3"PFH t O —:NONE
SCREW 7
° 1-BOTTOM ASTRAGAL D C* * r q S a m G.LUBBECKE
STRIKE PLUG9 E� ti S.SAFFELL
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1-TOP ASTRAGAL DETAIL B7
STRIKE PLATE 6�i1 '' �� DPAW NG Na;
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OUTSWING OR INSWING OUTSWING ONLY INSWING ONLY jFBPE CER 10914UTW 0.295781 ISHEET 7 D" 7
127 W. Fairbanks Ave.
BUILDING DROPS Suite 438
Winter Park, FL 32789
A Perfect Solution in Every Drop 407.644.6957 PH
Certificate of Authorization:29578 407.644.2366 FX
contact@buildingdrops.com
Product Evaluation Report
Of
JELD-WEN, inc.
Finishield/Gladiator Steel Door, Wood Edge
25 Ga. Full Lite Non-Impact
Up to 12'-0" x 6'-8"
Outswing/Inswing
for
Florida Product Approval
Report No. 3315
Current Florida Building Code
Method: 1 —A (Certification Method)
Category: Exterior Doors
Sub— Category: Swinging Exterior Door Assemblies
Product: Finishield/Gladiator Steel Door, Wood Edge
Material: Steel/Wood
Product Dimensions: 149"X 81.75"(Maximum)
Prepared For:
JELD-WEN, inc.
3737 Lakeport Blvd.
Klamath Falls, OR. 97601 ���t,�� �►�i��
O'c-S F. O
Prepared by: ��. ��- •,;•... . •��•,��
Hermes F. Norero, P.E.PE � � 7 ' 0 '
= o. -
Florida Professional Engineer#73778 _ =
Date: 11/11/2014 = T T
0. C0 P'.�• ��:
Contents: 'i ��•••• ..,,,..•••• �� ��
Evaluation Report Pages 1—4 'js`s�ONAL
Digitally signed by Hermes F.Norero,P.E. �//�������������,
Reason:I am approving this document Hermes F. Norero, P.E.
Date:2014.11.2414:03:07-05'00' Florida No.73778
BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
o: 33
Report No: 33155
Certificate of Authorization:29578
Manufacturer: JELD-WEN,inc.
Product Category: Exterior Doors
Product Sub-Category: Swinging Exterior Door Assemblies
Compliance Method: State Product Approval Method (1)(a)
Product Name: Finishield/Gladiator Steel Door,Wood Edge
149"X 81.75" (Maximum)
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 Florida Building Code.
See Installation Instructions JW132012FL,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 Florida Building Code,
excluding the"High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into
substrate material shall be beyond wall dressing or stucco.
3. When used in areas requiring wind borne debris protection this product complies with
Section 1609.1.2 of the current Florida Building Code and does require an impact resistant
covering.
4. Site conditions that deviate from the details of drawing JW132012FL require further
engineering analysis by a licensed engineer or registered architect.
5. See Installation Instructions JW132012FL for size and design pressure limitations.
Hermes F. Norero, P.E.
Florida No.73778
Page 2 of 4
Q/ BUILDING DROPS
A\\ A Perfect Solution in Every Drop Date: 11/11/2014
Certificate of Authorization:29578 Report No: 3315
Quality Assurance: 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,Inc. (FBC Organization#QUA1789).
Performance Standards: The product described herein has been tested per:
• ASTM E283-04
e ASTM E330-02
• ASTM E331-00
• AAMA 1304-02
Referenced Data:
1. Product Testing performed by National Certified Testing Laboratory, Inc.
(FSC Organization*TST1589)
Report#: NCTL-210-3804-1, Report Date:03/01/2012
Report#: NCTL-210-3804-2, Report Date:03/01/2012
Report#: NCTL-210=3801-1, Report Date:02/03/2012
2. Product Testing performed by National Certified Testing Laboratory, Inc.
(FSC Organization#TST9341).
Report#:SJW2010-146, Report Date: 08/16/2010-
3. Product Certification
National Accreditation and Management Institute
(FBC Organization#:CER1773)
Hermes F. Norero, P.E.
Florida No.73778
Page 3 of 4
4.
BUILDING DROPS
A Perfect Solution in Every Drop Date: 11/11/2014
Certificate of Authorization:29578 Report No: 3315
Installation: 1. Approved anchor types and substrates areas follows:
Through Frame Installation:
A. For two by(2X)wood buck substrate, 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 or masonry substrate where one by(1X), non=structural,wood bucking is
employed, use 3/16"diameter ITW Tapcon type concrete screw anchors of sufficient
length to achieve minimum embedment of 1.25"into concrete or masonry.
C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16-„
diameter ITW Tapcon type concrete screw anchors of sufficient length to achieve
minimum embedment of 1.25" into concrete or masonry.
Refer to Installation Instructions(J'VV132012FL)for anchor spacing and more details of the-
installation requirements.
Design Pressure:
Design Pressure
X,OXO,XX,XXO,OXXO
Positive *+35 PSF
Outswing Negative *-35 PSF
!nr.■ging
Positive *+35 PSF Negative *-35 PSF
*Product has not been rated for water infiltration. If authority having jurisdiction
requires that product meets this requirement, product shall be used when
installed at location protected by overhang such that overhang(OH) ratio=OH
length/OH height is 1.0.
Installation Anchor Layout:
Refer to sheet 7 of 7 of Installation Instructions,JW132012FL,for anchor spacing and more details of
the installation requirements,
Hermes F. Norero, P.E.
Florida No.73778
Page 4 of 4