HomeMy WebLinkAboutProduct Approval (2) 9/27/2016 Florida.Building Code Online
::
BCIS Home Login User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff BCIS Site Map Links 'Search
Hori a
o x. Product Approval
n' H .. USER:Public User
i
' EGas�as�tt�xatm .
Product Aooroval Menu>Product or Application Search>Application List>Application Detall 4c/+c
• -FL# FL17055-R1 ``� ` I_L�
Application Type Revision O ry0�
Code Version 2014
Application Status Approved
Comments
Archived • i
Product Manufacturer. : >: IM Eagle
Address/Phone/Email 15661 Delano Road
Cochranton, PA 16314
(814) 337-7675 Ext 329 ... _
tvickerspbm @jm eagle.net
v. ,
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.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 Licensed
Florida Professional.Engineer, _. .
G6 Evaluation Report;;Hardcopy.,Received
Florida Engineer or Arch'it'ect Name who developed.; Lyndon F Schmidt, P.E._. -
the.Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2016
"Validated By Ryan J. King, P.E.
'✓6 Validation Checklist- Hardcopy Received
Certificate of.Independence FL17055 RI COI CERTIFICATE of INDEPENDENCE.odf
Referenced Sta.ndard;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 G155 2005
TAS 201,202, 203 - 1994
Equivalence of Product Standards
Certified By
ht1psJ/www.floridabuilding.atglpr/{x_app_o.aspx?param=wGEVXQwtDgv2aBQpHpQQe2Gb1eN9p7B%2bONUeRCn%2bvgyHlnxuAbhs5A%3d%3d':= 1/3
9/27/2016 Florida Building Code Online
Florida Licensed Professional Engineer or Architect
FL17055 R1 Eauiv of Standardspdf
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
SummarV of Products
FL# Model,Number or Name Description
17055.1 a. PFTm Composite Jamb PFT°' 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: No FL17055 RI II Inst 17055.1.Ddf. .
Approved for use outside HVHZ:Yes Yj 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. PFim Composite Jamb PFT"' 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 FL17055 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. PFTm 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.pd
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 R1 AE Eval 17055.3.pdf
additional use limitations, installation instructions and Created by Independent Third Party:"Yes
product particulars.
'17055.4 d. PFT" Composite Jamb . PFTm 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 17055.4.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt, RE. 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 R1 AE Eval 17055.4.Ddf
additional use limitations, installation instructions and Created by Independent Third Party: Yes
product particulars.
- .. F3ack P1exC
Contact us::2601 Blair Stone Road.Tallahassee FI,32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrinht 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 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,youare a licensee under Chapter
455,F.S.,please dick here.
httpsJ/www.floridabuilding.org/pr/pr_appdtl.aspx?param=.w GEVXQwtDgv2aBQpHpQQe2Gb1eN9p7B%2bONUeRCn%2bvgyHlnxuAbhs5A%3d%3d 213
M7/2016 Florida Building Code Online
Product Approval Accepts:
G�edlt Card
-Safe
MtpsJ/www.floridabuilding.orglpr/pr app O.aspx?param=wGEVXQwtDgv2aBQpHpQQe2GbleN9p7B%2bONUeRCn%2bvgyHlnxuAbhs5A%3d%3d 313
R R W Building Consultants, Inc.
W Consulting and Engineering Services for the Building Industry
B P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
CFlorida Board of Professional Engineers Certificate of Authorization No.9813
Date: Fehruai)?27, 2015
Product
Category Sub Category Manufacturer Product Name
JM Eagle "PF"Composite Door Jamb
Exterior Exterior Doors 15661 Delano Road Inswing I Outswing
Doors ComponentsCochranton,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&
ProfessionalRegulation.
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 FL-17055.3 require further engineering analysis by a licensed engineer or
registered architect
10.See drawing FL-17055.3 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing 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&2843-99 ETC Laboratories Ben Meunier
ETC-08-209-2.0609.1 ASTM D 638-03&G 155-05a ETC Laboratories Gurjinder Dhami
2. brawing No. Prepared by Signed&Sealed by
No. FL-17055.3 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt,P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring
RW Building Consultants, Inc. (CA#9813) o® �_ �` t' � Lyndon F.Schmidt, P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and a f\1, ''
Management Institute,certifying that JM Eagle.is manufacturing products ;" e
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
Lyndon F.Schmidt,P.E.
y FL PE No.43409
<? NAI- 2/27/2015:
Sheet 1 of 1 '� oYQUrlfi3a��
JM Eagle ELI:�7-A
o•
iii agle 15661 Delano Road =�'' Z �: C8;
Cochranton PA, 16314 �Zy .�
''''' • ,``` ZO m G
PFTM COMPOSITE JAMB *,�► a�7 =
�� aN ••
Z xZU
�' O
0-1
g'Em 9 m o
a e'NI a ata
PFT"" COMPOSITE DOOR JAMB ��" m d a
37.5'MAX : r z
FRAME 74.5"MAX FRAME WIDTH e 'c z
INSWING / OUTSWING WIDTH
"IMPACT' .
o
GENERAL NOTES
0 4Zi
1. This product has been evaluated and is in;compliance with the Sth Edition(2014)Florida Building Code _ w o
(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). w
2.Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material X X 9X
d
shall be beyond wall dressing or stucco. a p 2
o. F Gai
3.When used In areas requiring wind borne debris protection this product complies with Section 1609.1.2 of �,: a
the FBC and does not require an impact resistant covering. This product meets missile level "and
includes Wind Zone 4 as defined in ASTM El 996 and Section 1609:1.2.2 of FBC. H 0
m '
4.Thfs'1MPACr'doorjamb,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
5.The design pressure of the assembly shall be the lesser of the design `essure for the doorjamb shown in UNDER SEPARATE' E
this approval or the design pressure of the,door assembly used in conjunction with this approval. APPROVAL;' g
6.The maximum frame size of the door assembly shall be lesser of the maximum frame size stated in this w a D
U
approval or the maximum frame size of door assembly approval used In conjunction with this approval. o a'
7.Site condiffons that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architectEL
Li z
TABLE OF CONTENTS MAX: DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSS, a`�o
R SHEET 91 DESCRIPTION CONFIGURATION FRAME
INSWING OUTSWING w m
1 T Ical elevatloru,design ores 8 general notes
DIMENSION POSiTIVE";i NEGATIVE POSRIVE 'NEGATIVE w'z o°
2 Elevations DATF- 5128114 i
3 Horizontal cross sections X 37.50"x 62.00" +75,0 -75,0 +7S,0 -75,0
4 Vertical cross sectionsowc:ar: JK m'
e 5 Buc and frame anchoring X1
6 Buck and from;anchorin XX XX 74—W x 62.00" +60.0 -60,0 +60,0 -60,0 clot ar: LFS s
7 B II of materials and components N0 N0.' v
FL=17055.1
7 a
SHEEr_L OF 7
E_3 .. .. _ .. .. .._.,
a
R:%0eWaVM Eagle\DmwUgs41CAD\FL-17055.Qwg,21
W r
Z
� Q
r
rn
013
0
z x A�
D
m 4
o
z
W W W N
W�
13 v
0 x o +'N
0
v
0
0
X o ®
a
-� x
0
z
131
CHI�/6�4ii
No.43409
Q PRODUCT: Doaum�nt.Pr".-d By.;� ••.im .• uguEOF
°1
v=• F. Schmidt '� .g. .
....
COMPON Lyndon No. 43409
Z
N fffll Illi\\
o y m 2 2 27 15 UPDATE TO 5TH ED. 2014 tBC JK PART OR ASSEMBLY: /���/' BUILDING CONSULTANTS, �NC.
IV J x Vl z 1 8 27 14 Ray.'Per Public Comments JK ELEVAT10N5 e�1iYN P•0. Box 230, Volrico, FL 33595
NO DATE - BY Phone No.: 813.559.9197
REVISIONS FBPE C.A. No. 9813
0 2014 R.W.BUILDING C-SULTAI-S INC.
`\\\off, �c ''�/,�•,/+ W
1-1/4"MIN. z:F?• •xi
' EMB.(rYP.) ^�:. * gig`=
G C
'fill 1
n
U N•:
Z.
Z
4 9
� C Em
�g =a
INTERIOR 7 a "� m a a
d
y
2
O
Li
W
?'fn
EXTERIOR y
23 H A w a m
2 HORIZONTAL CROSS SECTION E EMB.(TYP.) a N
1-1/4"MIN. 3 Shownw/1Xsub-buck
EMB.(TYP.) Outswing shown(Inswing Similar) o _
L L a D
0.15' 0.15' >>mr
C C'SINK CSINK C
• r(m') (nP.)
INTERIOR INTERIOR EZ
"Op
gig10
i
10nn� <
N N Q-
m
Z
Z v
L EXTERIOR EXTERIOR DAm-'5128114 =
11 Note: 23 P smA N.T.S.
D B 9 See separate Side-hinged door B D Dwo. JK " m
Product Approval for door construction details E -
cNw st: LFS' 3
E not shown,including lock hardware,astragal,hinge DRAWING ND- p
' 1 HORIZONTAL CROSS SEC17ON r3 HORIZONTAL CROSS SECTION ,
and threshold connections.
� 3 21(Buck Construction 3 2XBuck Construction FL—.17055.1 0
' Outswing shown(inswing Similar) Ounng shown(Inswing Similar) r 3
RAa1eFftVM Eagle\DmvvingSWAD\R 17055.dwg,4.1
M
rM
m �
A 0
70 a
1_
Iona
0
*00m5 V °
e
Q.a Z Z
M
IA 4
7J
a
a
016,
C'SINK
(TYP.) n r
1-1/4°MIN.
EMB, ".)
Q 0 -o N OZ
0N
v
of? a Q
Q.0 a ti
jai
CCD
5
Cc) 0'
� aoo
Q 1 `
a0 m
Q n.
eo M
° a`
m0� ` .
lin 4`
U^j V
V °4
a m ..
VZ IO 4 .
3a r
°
C'SINK n p
(ryp•)
1-1/4"MIN: ``pll l l l l f lq
EMB.(iYP.) ����:$CHlC/� JI�i�
No.49409
z•L7."r .1 NMI
=
i Q Q PRODUCT: Doeurn rft Pmpmmd By:i� `
t JM Eagle Lyndon F. Schmidt �i� �••.ROR1Dw �
r. I cn COMPONENTS P�.E- No. 43409 "� ' %v
UPDATE TO 5TH ED. 2014 FT3C JK PART OR ASSEMBLY: !� EYILDING CONSULT'.'INV"\``
I (A (n 1 8127114 Rev. Per Public Comments JK �'P.0—Box 230, Valrtco, FL 33595
v {' NO DATE gY VERTICAL CROSS SECTIONS phone No.: 813.859.9197
REVISIONS F)PE C.A. No. 9813
0 2014 R.W.BUILDING CONBIIITANT8 INC.
- _ 1•o-
-:: _
Al
Q SEE HINGE L 2X BUCK o z°
D TYP.HEAD �, DETAIL(TYP.)
&JAMBS P G 1 X BUCK L:8 E co ,9
oa
... TYP HEA �'�� m q a'2
7
MASONRY OPENING &JAMBS �,Z.
MASONRY N a
7.
o
OPENING
~ FRAME _ z
a
2X BUCK _ Ouj
a .
2X BUCK W S mx
o
A BW
^o
..n o
BUCK ANCHORING STRIKEJAMB FRAMEANCHORiNG HINGEJAMBo
Masonry construction m
CONCRETE ANCHOR NOTES: Q a
1.Concrete anchor loca8ons at the comers may be adjusted to maintain the min. 22 H 1 X BUCK 1 X BUCK H 9 a
edge distance to mortarloints. 2X BUCK L
P 2X BUCK a d
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 2X BUCK P - �� z
Ui maintain the-min.edge distance to mortarjoints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 1 X BUCM
P 2X BUCK w z
N 3 Concrete anchor fable K
H 1XBUC 1X BUCK H 9
11 N o
ANCHOR ANCHOR M!N MIN Gf,EARANCE MIN CLEARANCE 2X BUCK
70 MASONRY TO ADJACENT. . HINGE DEVIL `' Z
TYPE SIZE EMAEDMI M K L o
LATCH i DEADBOLi DETAIL
.........:.......:.........:.:.......,:..::::.:........................_. ..EDCSEr:.. .......ANCHOR.....; Inswing 5/28/14
ITW
z
1.1/4. " Note: SUM, N.T.S.
TAPCON® 3/16.
oxc.BY. JK - m
See separate Side-hinged door
' IT1N ® 1/4" 1.1/4" 2" 4" Product Approval for door construction details
TAITIN DPAWING No.:
not shown,including lock hardware,astragal,hinge HINGE DETAIL e
ELCO Outswi FL-17055.1 0
u1TRACON® 1/4" 1'1/4" 1" 4" and threshold connections, ng MW 5 or 7 "
_
: . — —
4"(fYP.) 4 r, SEE HINGE `J 'rrrr n
8 (iYF.), (TYP) ( ) 3 DETAIL(TYP.) +•• ,n.
NK) J-04
II - ' �
I I I co rrr�'•. .�� �+ o m w
I i. d I I fill
so it �� >>10
~ TYP.HEAD I i 5 L 2X BUCK i t SEE DETAIL I f/!11411 .:z
MASONRY &JAMBS I I — _ _
I I c
I I MASONRY G 1X BUCK I E' s �+ = z$=v
OPENING ai,gm a o o`aOPENING TYPH D
t
it &JAMBSII a orae
II a FRAME ¢ t
if c c
2X BUCK ASTRAGAL jj II v°Z
SHOWN FOR M 0 I I �a
REFERENCE11 Et
tt �„ 2X BUCK ASTRAGAL i!
ONLY I I _ SHOWN FOR I • "
i I — REFERENCE
I I ONLY I I O .
- lI ii
LU
BUGKANCHORING I A$TRAGAL STRIKE JAMB FRAMEANCHORING HINGE JAMBXx
of
XX a m
q2X BUCK
1X BUCK tXBUC H 9 1XBUCK H 9
Ji
2XBUC L 2X BUCK L N
E30
in
CONCRETEANCHOR NOTES:
t.Concrete anchor locations at the comers maybe adjusted to maintain the mtn.
Q4
edge distance to mortar joints. a
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to u
maintain the min,edge distance to mortar joints,additional concrete anchors DETAtt _
may be required to ensure the'MAX. INGE HINGE DETAlLAX.ON CENTER"dimension are not exceeded. DETAit i
3. Concrete anchor fable: Attach astragal throw bolt Inswing ° g
N)IN CLEARANCE :MIN CLEARANCE: strike plate to forme
? ANCHOR ANCHOR MIN ass own
h
O tswin ;
nno j
TYPE SII€ EMBEb1Nl NJ TO MASONRY 7O AOJAEEftT
EDGE o
ffW
0 3/16" 1-1/4" 3� 1.1/7 DAM.5128114 °_z
TAPCON Note:ITW - .. sour N.T.S. o
TAPCON0) 1/or 1.1/4" 2" 4o See separate Side-hinged door .er: & m
Product Approval for door construction details ,m•sr. �3
ELCO a 1/4a 1.1/4" 1. 4, not shown,including lock hardware,astragal,hinge DROM N04
ULTRACON and threshold connections. FL—17055.7
?
0
a - sNEEr;S aL7 O
Z LOW %
Z-
..........
BILL OF MATERM
flUt DESCRIPTION MATERIAL fill
-
A IXBUCK SG-0.55 WOOD 5 Z
A Ea -
�
B 2X BUCK SG>-- 4
0.55 WOOD 0 o4 97 OIL
C IX MAX.SHIM SPACE
D IN X 2-3/47 PFH ELCO OR ITW CONCRETE SCREW STEEL
E MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI 4.56' Li gnp
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE
G 1/4"X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
H 3116'x 3-1/4"PFH(TW CONCRETE SCREW STEEL
I I/,fX 1.3/4"PFH ELCO OR rtw CONCRETE SCREW STEEL
K IX X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL
L #10 X 2-1/7'PFH WOOD SCREW STEEL
M #8 X 1-1/7'PFH WOOD SCREW STEEL LZ :;:I
Ng
N 3/16'X 2-3/4"PFH rrW CONCRETE-SCREW STEEL 8
P #8 X T PFH WOOD SCREW STEEL —1188"
I HEAD AND JAMB
Wood Flow/PVC
9
7 WiN—HERSTRIP(QEBD&%Q-LON) FOAM
HINGE Mm—
STEEL
11 #9 X 3/4"PFH WOOD SCREW STEEL
22 DEADBOLT STRIKE PLATE STEEL m
23 LATCH STRIKE PLATE STEEL
24 #IOX3/,C'PFH SMS I STEEL
31 ASTRAGAL STRIKE PLATE STEEL
86
0
El
NOD m
ate 5/28/14 zo
N.T.S. 10
oro.9* JK—
aft BY; LFS
mmin No.-
F*L-17055.1
D
-SHW 7 OF 7