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FZ# FL17055-R1
Application Type Revision Noir
Code Version 2014
Application Status Approved U
Comments
-Archived ; :• : ::_ ,
Product Manufacturer _.+ : IM Eagle
Address/Phone/Email 15661 Delano Road .'
Cochranton, PA 16354
(814) 337-7675 Ext 329
` tvickerspbm@jmeagle.net
,r.,
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance.Representative
Address/Phone/Email
Category Exterior Doors
"Subcategory Exterior Door Components
Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed
Florida Professional,Engineer" _
Evaluation Report.- Hardcopy,Received_ '
Florida Engineer or Architect Name wtio developed, Lyndon F. Schmidt,.P.E.
the Evaluation Report
Florida Ucense PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration-Date 12/31/2016
`'Validated By Ryan]. King, P.E."
9 Validation Checklist-Hardcopy Received
P.
Certificate of,Independence FL17055 R1 COI CERTIFICATE of INDEPENDENCE.Ddf
Referenced"Standard.and Year(of Standard) Standard: Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1886 2005
ASTM E1996 2006
- - ASTM E330 2002
-ASTM 43155 2005
TAS 201,202,203 1994
Equivalence-of.Product Standards -
Certified By "
httpsJMrww.goridabWlding.org/pr/pr_app_ U.aspx?param=WGEVXQwtDgV2aBQpHpQQ62GbleNgp7B%2bONUeRCnp/o2biigyHlnxuAbhs5Ap/o3dp/o3d -- ::113
9/27/2016 Florida Building Code Online
Florida Licensed Professional Engineer or Architect
FL17055 RI Eauiv of Standards Ddf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 03/05/2015
Date Validated 03/26/2015
Date Pending FBC Approval 03/31/2015
Date Approved 06/22/2015
Summary of Products
FL# Model,Number or Name Description
17055.1 a. PFT"' Composite Jamb PF'm Composite Jambs (Nominal 6'8)for use with side hinged
entry door systems(Inswing and Outswing Configurations).
Limits of Use Installation Instructions
Approved for use in HVHZ: NoFL17055 RI II Inst 17055.1.Ddf.
Approved for use outside HVHZ;Yes Verified By: Lyndon'F Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17055.1 for Design Pressure Ratings, any FL17055 R1 AE Eval 17055.1.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
17055.2 b. PF" Composite Jamb PF m Composite Jambs (Nominal 8'0)for use with side hinged
entry door systems (Inswing and Outswing Configurations).
Limits of Use Installation Instructions
Approved for use in HVHZ: No ELI 055 R1 II Inst 17055.2.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party:.Yes
Design Pressure: N/A Evaluation Reports,
Other:See INST 17055.2 for Design Pressure Ratings, any FL17055 R1 AE Eval 17055.2.pdf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
17055.3 C. PF m Composite Jamb PFTm Composite Jambs(Nominal 6'8)for use with side hinged
entry door systems (Inswing and Outswing Configurations).
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17055 RI II Inst 17055.3.odf
Approved for use'outside HVHZ:Yes Verified By: Lyndon F Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17055.3 for Design Pressure Ratings, any FL17055 iii AE E4al 17055.3.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
'17055.4 d. PFT"' Composite Jamb . PF"m Composite Jambs (Nominal 8'0)for use with side hinged
entry door systems (Outswing Configurations).
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL17055 R1 II Inst 17055.4.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Yes Created by Independent Third Party: Yes
Design Pressure: N/A Evaluation Reports
Other:See INST 17055.4 for Design Pressure Ratings, any FL17055 RI AE Eval 17055.4.odf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
Sac;t �Jext .
Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovriaht 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
mall 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 emalls 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.
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R R W Building Consultants, Inc.
W Consulting and Engineering Services for the Building Industry
B P.O.Box 230 Val rico,FL 33595 Phone 813.659.9197
CFlorida Board of Professional Engineers Certificate of Authorization No.9813
Pi-oditet Evalitatiott Repoi-t Report No.: FL-1705-5.3
Date: Februaij,27, 2015
Product Sub Category Manufacturer Product Name
Category
JM Eagle "PF"Composite Door Jamb
Exterior Exterior Doors 15661 Delano Road Inswing J Outswing
Doors Components Cochranton,PA 16314 "Impact"
(814)337-7675
Scope: Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for JM
Eagle,based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product Approval, Dept.of Business&
Professional Regulation.
RW Building Consultants and Lyndon F.Schmidt, P.E.do 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.
Limitations:
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements
including the"High Velocity Hurricane Zone".
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall
dressing or stucco.
3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not require an impact
resistant covering.
4. This"IMPACT'door jamb,as a component,is to be used as a substitute to a similar doorjamb in an impact approval(complies with
Section 1626 of the FBC)door system possessing a current Florida Statewide Product Approval(Including the"HVHZ'):
5. The design pressure of the assembly shall be the lesser of the design pressure for the doorjamb shown in this approval or the design
pressure of the door assembly used in conjunction with this approval.
6. The maximum frame size of the door assembly shall be the lesser of the,maximum frame size stated in this approval or the maximum
frame size of the door assembly approval used in conjunction with this approval.
7. Refer to the separate Florida Product Approval for the swing door used in conjunction with this component approval to determine the
ability of the system to meet the water infiltration requirement for the"HVHZ°.
8. Site conditions that deviate_from.the details of drawing FLA 7055.3 require further engineering analysis by a licensed engineer or
registered architect
10.See drawing FLA 7055.3 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Signed by
TEL 01390365 TAS 201,202,&203-94 Testing Evaluation Laboratory Lyndon F.Schmidt, P.E.
ETC-07-209-19303.0 ASTM D 635-98,1929-96&2.843-99 ETC Laboratories Ben Meunier
ETC-08-209-20609.1 ASTM D 638-03&G 155-05a ETC Laboratories Gurjinder Dhami
2. Drawing No. Prepared by Signed S Sealed by
No. FL-17055.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, RE.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) ay -R4��a Lyndon F.Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and ,L
Management Institute,certifying that JM Eagle is manufacturing products �° a
within a quality assurance program that complies with ISO/IEC 17020 and
V 1 '
Guide 53. a.
-71
Lyndon F.Schmidt,P.E.
FL PE No.43409
2/27/2015:
Sheet 1 of 1 �`�nateaas4¢a��
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INSWING / OUTSWING WIDTH
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GENERAL NOTES
1. This product has been evaluated and is in,compliance with the 5th Edition(2014)Florida Building Code _ w o E <<
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(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ).
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2.Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material X • X • X
shall be beyond wall dressing orstucco. o
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3.When used in areas requiring wind bome debris protection.this product complies with Section 1609.1.2 of a a
the FBC and does not require an impact resistant covering. This product meets missile level"D"and 0 0
includes Wind Zone 4 as defined In ASTM El 996 and Section 1609.1.2.2 of FBC. m
4.This'1MPACr'door jamb,as a component,is to be.used as a substitute to a similar doorjamb in an
Impact approval(complies with Section 1609.1.2 of the FBC)door system possessing a current Florida
Statewide Product Approval. SWING DOOR ~
b
5.The design pressure of the assembly shall be the lesser of the design pressure for the doorjamb shown In UNDER SEPARATE' I N E N
this approval or the design pressure of the,door assembly used in conjunction with this approval. APPROVAL. E o
6.The maximum frame size of the door assembly shall be lesser of the maximum frame size stated In this m a
O
approval or the maximum frame size of door assembly approval used In conjunction with this approval. o d
7.Site conditions that deviate from the details of this drawing require further engineering analysis by a ¢a
licensed engineer or registered architect. Z
Li
TABLE OF CONTENTS a N N a
MAX,. :DESIGN PRESSURE(PSFJ DESIGN PRESSURE(PSF) N o
SBEEif DESCRIMON CONFIGURATION FRAME INSWING • OUTSWING- _
I i cal elevations,design pressures g genera notes DIMENSfON POSITIVE NEGATIVE POSITIVE NEGATWE' `''z u
9 s wn 5/28/14 i 2 Elevations '
3 Horizontal cross sections X 37.50"x 82.00" +75,0 -75.0 +75,0 -75,0 SLUE: .N.T.S. o
4 Vertical cross sections Dwo:ar: JK m
e 5 Buck and frame anchoring X)
6 Buck and frame anchoring(XX) XX 7450"x 82.00" +60,0 -60,0 +60,0 -60,0 cmLF5 3
7 Bill of materials and components DRAWIND N0.:
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JM EO Lyndon F. Schmidt ••.;QOIpD�:� \\\`
N to COMPONENTS P.E. No. 43409 7' ?�� \\\
o ? m 2 27 15 UPDATE TO 5TH Fes. 2014 FBC JK m 7j�1f1 111111`
$ r -1 PART OR ASSEMBLY: /�(�/�� BUILDING CONSULTANTS, �NC.
Iv + z fn 1 8 27 14 Rev. Per Public Comments JK ELEVAT10N5 r/I�YY P•O. Box 230, Valrfao, FL 33595
NO DATE - BY Phone No.: 813.059.9197
REVISIONS FBPE CA No. 9813
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not shown,including lock hardware,astragal,hinge �Nc No.:
� 1 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION ,
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No. 43409 /'/O �����. ��`
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ICoil c* (n 1 8/27/14 Rev. Per Public Comments JK v�• p,0.,Box 230,Volr9co, FL 33595
v ° NO DATE BY VERTICAL CROSS SECTIONS Phone No.: 813.859.9197
REVISIONS FSPE CA. No. 9813
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CONCRETE ANCHOR NOTES: 22 Q a
1.Concrete anchor locations at the comers may be adjusted to maintain the min. H 1 X BUCK 1X BUCK�K—Aedge distance to mortarjoints. 2X BUCK a o 0
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 2X BUCK P P 2X.BUCK = z
maintain the min.edge distance to mortar joints,additional concrete anchors
may tie required to ensure the MAX.ON CENTER"dimension are not exceeded. 1 X BUCK M p 2X BUCK 11 1
3 Concrete anchor table: BOCK 1 X BUCK
MIN CLEAR/1NCE MIN CLEARANCI: 23 H 1X
ANCHOR ANCHOR: h11N. K H 9
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70 MASONRY 7QADJACENf,; HINGE DETAIL N z
TYPE $1ZE EMBEDMENT LATCH A DE409OLTDETAIL, 2X BUCK L
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s , ® 1/4 1-1/4" 2" 4" Product Approval for door construction details cim sr:'.''.LFS 3
EULTRACONs
PCON DMWM No.:
5 not shown,Including lock hardware,astragal,hinge HINGE DETAIL v
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CONCRETEANCHORNOTES: a
1.Concrete anchor locations at the comers may be adjusted to maintain the min. a,
edge distance to mortarjoints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors HINGE DtTAII HINGE DETAIL %—Z m be re uired to ensure the"MAX.ON CENTER"dimension are not exceeded. DETAIL 1 Outswingay4 throw b t Inswing 3.Concrete anchor table: Attstch ato to frameof cm MINCLEARANCR as shownCH0IF NIIN z
TYPE SiZE MdEbMENI T , ONTO ADJACENT o�n: 2co
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TA ON® 3/16"- 1-1/4" 3" 1-1/2" Note:1/4" 2 4" nwc et:N. JK m'
ITyy ® 1 1/4" See separate Side-hinged door
TAPCON Product Approval for door construction details a«.of.. ' LFS 3
ELCOnot shown,including lock hardware,astragal,hinge °R"i"m No.: c
and threshold connections.1/4" 1.1/+" 1" 4" —fi 705571
rULTRACON 13
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BILL OF MATERIALS %
REMf DESCOUPITON MATERIAL0 xzN
A I X BUCK SG>--0.55 WOOD z a
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B 2X BUCK SG>=0,55 WOOD 0 N 0:a,
C ]/,f MAX.SHIM SPACE
D IN X 2-3/4" r PFH ELCO OR ITW CONCRETE SCREW STEEL z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 4.5e
E CONCRETE aj
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
G INX 3-3/4"PFM ELCO,OR FTW CONCRETE SCREW STEEL
H 3/16"x 3-1/4'PFH ITW CONCRETE SCREW STEEL
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I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
K IN 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
L #10 X 2-1/7'PFH WOOD SCREW STEEL
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M #8X 1-1/Z'PFH WOOD SCREW STEEL
N 3116'X 2.3/4"PFH ITW CONCRETE-SCREW STEEL
P #8 X 7 PFH WOOD SCREW STEEL 0,406- �'d
I HEAD AND JAMB Wood Flour/PVC
7 WEATHERSTRIP(QEBD650 Q-LON) FOAM rj\_RE_A_D_Z SIDE JAMB
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22 DEADBOLT STRIKE PLATE STEEL
23 LATCH STRIKE PLATE STEEL
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