HomeMy WebLinkAboutPRODUCT APPROVAL112114 Florida Bullcling Code Online
E 15-100111tlai
V,
acts Hom a Log In User Registration Hot Topics Subm It Surc� a Me Sta Is Fads Publicatio ns I FBC Staff BCIS Site Me p Links Sea ach
'us n �
Pssl Product Approval
rot kala USER: Public User
SnA
WrDva I Men 0 > Prod do or AD plIcation Se a rch > Annuca Mon Lilt > AppiRcathen Decal GANNED
FL * FL15225-RI BY
Application Type Editorial Change St Lucie Counh,
Code Version 2010
Application Status Approved
-Approved by DBPP Approvals by DBPR shall be reviewed and ratified by the
POC and/or the ComAssion if necessary.
Contgni
Archived
Product Manufacturer
Address/Phone/Enrall
Authorized Signature
Technical Representative
Address/Phone/Ennall
Quality Assurance Representative
Address/Phone/Ennall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Prgeduct Approval Method
Date Subrnitted
Date Validated
Date Pending FBC Approval
Date Approved
Lai
Thernna-Tru, Corporation
118 Industrial Drive
Edgehon, OH 43517
(419) 298-1740
rickw@mbldgconsultants.com
Vivian
REVIEWED & APPROVED FOR:
Lot_LCLueen'slslan Pr erve
by: —(6-- 07
Randall E. stofft Architects, P.A.
FL# 0011105, FIRM# AA00379
Exterior Doom
Swinging Exterior
Certification Mark or Usting
National Accreditation & Managernent Institute,
Ryan J. IGng, P.E.
2 Validation Checldist - Handcopy Received
Standard
10I/I.S.2
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
Method 1 Option A
07/06/2012
07/08/2012
08/14/2012
L
Year
1997
2002
2002
2002
1994
Summary of lowducts
I I
https:tAm&w.fluidabuilcUng.org/pr/pr_appjd.asp)OpararrFwGEVXQvADqv3�kWJZlQRASO)60G�/�2b2JlTw7rYKMmT4[046NfpArFtA0/�3d%3d 1/3
)014 Florida Building Code Online
EMS Home Wg In UserRegrebastion HotTopics SubmitSumhaMe Ststs Is Fucts
po
012 Product Approval
Profess§, 7 USER: Public User
P I t Abomyal Menu > Product or Apolicatlon seamh > Application List > Application Detail
71-
- 411
Publications FBC Staff BCJS Site M.P Links � Se.rds
h FL #
FLIS225 -RI
V
Application Type
EditonalChange
Code Version
2010
Application Status
Approved
-Approved by DBPR. Approvals by DERR shall be reviewed and ratified by the
POC and/or the Commission if necessary.
Cominnents
Archived
Product Manufacturer
Address/Phone/Errail
Authorized Signature
Technical Representative
Addmiss/Phone/Eniall
Quality Assurance Representative
Address/Phone/Entall
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Subaritted
Date Validated
Date Pending FBC Approval
Date Approved
Thernni Corporation
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@mbidgconsultants.com
Vivian Wright
rickw@mbidgconsultants.com
Exterior Doom
Swinging Exterior Door Assemblies
Certification Mark or Usting
National Accreditation & Managernent Institute,
Ryan J. Kng, P.E.
�i Validation Checldlst - Handcopy Received
Standard
10I/I.S.2
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
Method I Option A
07/06/2012
07/08/2012
08/14/2012
Year
1997
2002
2002
2002
1994
summary of Products
r. I
https:IA�.floridabuilding.ug/pr/p�_appjl.wpx?par�wGEVXQwtDqv3�kWJZlQRASQ)OOG�/�2b2JlTw7rYKMmT4iO46NfpArFtA�/�3d�/�3d 113
1/2/14
Florida Building Code Online
FL#
Model, Number or Name
Description
15225.1
a. "Classic -Craft" and "Benchmark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without
Therrna-Tru"
Sidelites. Inswing and Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15225 Rl r rAr 152211 NAMI certs.odf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2015
Design Pressure: N/A
Installation Instructions
Other: See INST 15225.1-68 (6'8 Door Products), INST 15225.1-
FL15225 RI 11 INST 15225.1-68.odf
80 (8'0 Door Pmducts) and INST 15225-68M (6'8 Door Products
FL15225 RI IT INST 15225.1-SO.od
Direct to Masonry) for installation instnictlons. (Note - Glazing
FI_15�25 RI It INST 15225-68M.odf
Shall comply with ASTM E1300-04)
Verified By: Lyndon F. Schrrict, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F[.15225 RI AF EVAL 15225.1-80.nd
FLIS225 Fir AF EVAI, 15225-1-68.vd
FLIS225 RI AE EVAI_ 15225-68M.ndf
Created by Independent Third Party: Yes
15225.2
b. "Construction Series" and
6/8 Opaque Steel Door with and without Sidelites. Inswing and
"Benchmark by Themna-Tm"
Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15225 RI C CAC 15225.2 NAMI certs.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2015
Design Pressure: N/A
Installation Instructions
Other: See INST 15225.2-68 (6'8 Door Products) and INST
F[,15225 RI 11 INST 15225.2-68.odf
15225-68M (6'8 Door Products Direct to Masonry) for Installation
FLIS225 RI 11 INST 15225-68M.Dd
instrUCtlDns. (Note - Glazing Shall cornply with ASTM E1300-04)
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL15225 R1 AE EVAL 15225.2-68,pdf
FL15225 RI AE EVAL 15225-68M.pd
I Created by Independent Third Party: Yes
15225.3
c. "Fiber -Classic" and 'Benchmark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without
Themna-Tri.i-
SIdelftes. Inswing and Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15225 RI C CAC 15225.3 NAMI certs.od
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2015
Design Pressure; WA
Installation Instructions
Other: See INST 15225.3-68 (68 Door Products), INST 15225.3-
FL15225 RI 11 INST 15225.3-68.odf
80 (8'0 Door Products) and INST 15225-68M (6'8 Door Products
FLIS225 RI T1 INST 15225.3-80.ndf
Direct to Masonry) for installation lnstmctions. (Note - Glazing
FLIS225 R1 11 INST 15225-68M.pd
Shall comply with ASTM E1300-04)
Verified By: Lyndon F. Schrridt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
F�15225 R1 AE EVAL 15225,3-68.pd
FLIS225 RI AE UAL 15225.3-80,pd
FLIS225 RI AF EVAL 15225-GSM.od
Created by Independent Third Party: Yes
15225.4
d. "Premurn Series" and "Benchrnark by
6/8 and 8/0 Opaque and Glazed Steel Door with and without
Themna-Tru"
Sidelites. Inswing and Outswing
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FLIS225 R1 C CAC 15225.4 NAM] ce[ts.pd
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
1Z131/2015
Design Pressure: N/A
Installation Instructions
Other: See INST 15225.4-68 (6'8 Door Products), INST 15225.4-
FL15225 RI 11 INST 15225.4-68.od
80 (8'0 Door Products) and INST 15225- 68M (6'8 Door Products
FL15225 Fir 11 INST 15225,4-SO.od
Direct to Masonry) for Installation Instrt.ictions. (Note - Glazing
FL15225 RI 11 INST 15225-68M.ndf
Shall comply with ASTM E1300-04)
Verified By: Lyndon F. Schmdt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FLIS225 RI AE EVAL 15225.4-68.pd
Fl_15225 RI AE EVAL 15225.4-80.pd
FLIS225 RI AE EVAL 15225-68M.pd
Created by Independent Third Party; Yes
15225.5
e. "Smoth-Star" and "Benchrrark by
6/8 and 8/0 Opaque and Glazed Fiberglass Door with and without
Thenna-Irm"
Sidelites. Inswing and OutswIng
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL15225 RI C CAC 15225.5 NAMI certs.od
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2015
Design Pressure: N/A
Installation Instructions
Other: See INST 15225.5-68 (6'8 Door Products), INST 15225.5-
FLIS225 RI 11 INST 15225.5-68.ndf
80 (8'0 Door Products) and INST 15225-68M (68 Door Products
FLIS225 RI 11 INST 15225.5-80.pdf
Direct to Masonry) for Installation instnictlons. (Note - Gazing
FLIS225 111 11 INST 15225-68M.pd
Shall comply with ASTM E1300-04)
Verified By: Lyndon F. Schrridt, P.E. 43409
https:11www.floridabul ldirig.org/pr/p�_appjfl.�pVpara�wGEVXQvADq V3y\MJZ1 QRASQkOG%2b2J 1 Tw7rYKM mT41046N fpArFtA-/.3d%3d 213
'1014
Fluida Buildrig Code Online
Evaluation Reports
FL15225 R1 AE EVA[ I 5225.5-68.pdf
FL15225 Fill 6E EVAL 15225.5-80,pd
EL15225 BI 6E EVAL 1522S-68M.ndf
Created by Independent Third Party: Yes
15225.6
f. "Premum Series", "Constructlon
6/8 and 8/0 Opaque and Glazed Steel Door with Transoms. With
Series" and "Benchmark by Themna-
and without Sldelites. Inswing and Outswing
Tru" with Transom
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: No
FLIS225 RI C CAC 15225.6 NAMT certsodf
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
IZ/31/2015
Design Pressure: N/A
Installation Instructions
Other: See INST 15225.6-68 (6'8 Door Products) and 15225.6-80
FLIS225 R1 It INST 152RS.6-68.pd
(8'0 Door Products) for installation instructions. (Note - Glazing
FL15225 RI It INST I �225,6-80.od
Shall comply with ASTM E1300-04)
Verified By: Lyndon F. Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
lcl_152�5 RI AE EVAL 15225.6-6S.Ddf
FLIS225 R1 AE EVAL 15225.6-80.pd
Created by Independent Third Party: Yes
fu1 Ec--tl
contact Us :: 1940 Norm Morms Street. Talialt,,sto FL 32399 Phone: 850-487-1824
The State of Monte Is an AA/EM employs,. Conyriclit 2007-2013 State of Merida. :: Prfyacv� Statement :: Accessilslity Statement :: Refund Statement
Under Florida la,, email addresses am public records. If you do not mot your e-mail address released in response to a public-pecords request, do not send
electionle mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please Wntact 850.487.1395. -pursuant to
Section 4S5.275(l), Florda Statutes, effective October 1, 2012, umnsees loonsed under Chapter455, F.S. must provide the tepartment With an email address if
they have ..c. Th. malls provIded may be used for official communication Wth the licensee. Homver email addresses am both. mc.rd. If you do not Wch on
supply a personal address, please pobvide the Department Win an email address Mich can be made available to the public. To determine It you am a Ilconses
under Chapter455, F.S., please dia hgai,.
Product Approval Accepts:
91 r�_A Hf� M
httpslAwm.floridabuilcring.org/pr/pr�_app_.Ofl.mp)Opar�wGEVXQMDqV3VvVKJZ1(DRASO)60G�/�2b2JlTw7rYKMmT4iG46NfpArFtA�/�3d�/�3d 313
T
"a Mx
THERMA TRU DOORS
I I . ..- C ... �O�, OH ..517
"Premium Series", "Construction Series"and "Benchmark by Therma-Tru"
87 SINGLE OPAQUE OR GLAZED PANEL
W/ & WOUT SIDELITES AND TRANSOM
INSWING / OUTSWING
STEEL DOOR
General Notes
1. INS product anchorhq drawing has been develDped in compliance With the 2010 Florida
Culturing Coda (FBC) exclucling the Nigh Velocityl-lurricane Zone. SeallreCertificaflon
Agency Certificate forsizes, specifications and ratings.
2. Product anchors shag be a; listed and spaced as sho�vn on dall Anchor embednent
to base material shall be beyand wall dressing, stucco. focrn. bkk and other wall
coverings.
3. Wood screws; shall be instolied following Installation instructions of ANSV AMPA NQS 2DOS.
All oftrar fastener " to be installed following fastener manutodmi's inslogation
instructions.
4. Fastener embecalent dapf h, edge ciNtances and ceall distances shag be as
4
specified by the faiterar manufacturer but In no Inufance shall lhey be lass than shvwn in
M drawing. 5
4
S. Where shlim, are Used, they must be a "figid I sfifr analedal that complies wilh the
fectukerrunts; of the 2010 FCC.
6. Positive and negolive design pressure requTernents for use WIN this drawing shag be
deteratined by others for speciric jobs in accordance vAh the Goverring code,
7. Site conditions not covered by this drawing are subject to further engineedng analysis.
YABLE Of CONIENIS
SHEIFTO
DESCRU'll
I
UIT design UTes &generd whes;
M= lama
2
W. Offlairral Aas;
3
4
H=onld & ve=d am secIlors;
tl
Sow tuar Wn" trzmsom 0/x
+47.0 -47.0
69 CMA)L
OVEk�U. WIDTH
isrrr;� VIISIDEL90 Mo T�Wou 0/DxD
MAX DESIGN PRESSURE
+47.0 -47.0 IH[F
'Ell EE
JOCKHANDWAUMMILURAFS
OEAMOIT
011 �
SWOLE UNIT w1r0EIJTE MD T�VSOM 01oX
MAX DESIGN PRESSURE
+47.0 .47.0
loll's
R2
� I
. --I
I
L
ff
2X BUCt
MASONRY
OPENING
-� 11 REFERENCE
TYP.
HEAD
& JAMBS
SEE NOTE 11
item
DESCRIPJ70N
Material
A
#10 x 2-112- P�H WOOD SCREW
STEEL
I
I x 4 LG. PFH WOOD SC�Wge to Frame)
STEEL
3
8 x 2-1 2 LU. `�H wow
STEEL
4
11 4' x PFH ELCO CONCRETE SCREW
STEEL
w � ffW
114 1 E394' PFH CONCRETE SCREW
STEEL
9
_,I
1%;4X3? 44 ITW PFH CONCRETE SCREW
___9T_EEL
j Ig I - ITIN PFH CONCRETE SCREW
STEEL
_L2
114- x 3-IZ4- ITW PFH CONCRETE SCREW
STEEL
13
MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
"R
4 FH FTW CONCRETE SCREW
�FR P6
'RD
-STEEL
1;0
JAVI f4
3 5 6 —XI 25" THERUA-TRU, PINE) SO >= 0.42
WOOD
1 21 1314-
THK. PRESSURE TREATED SIDELITE PAD
130 11/2-
X I - X 25 GA. CORRUCTA—TED FASTENER
I STEEL
B,
�n J,
MASONRY-7
OPENING
V,
TYP. HEAD
& JAMES
SEE NOTE 1
2X BIJCK�
NOTES.
NOTES.
I . 114- Efco Concrete screws Ilchldng ZC buck require a
minimum I n clearance to MoSorry edges, a 1-114� minimum
embedmentcmd a minimum 4" clearance to adjacent
concrete scre�. Substitution of equal concrete screws from
6
different supplermay have different edge distance and
centerdislonce, requirements. Concrate scr� locations at the
comers, at Mulffor, lacaffoM and at askagol locations may be
adjusted to maintain the Minimum edge distance to moftor
JoInts. It concrete sciew locations noted as 'MAX ON CENTEW'
must be adjusted to maintain the MWMuM edge distance to
Im..
.
mn, 212IZ12 1
morta"Joints, additional concrete sffer,; May be required to
N.T.S.
ensure the mwdmum on center dimension is not exceeded.
JK
2. 2X buck m1n. S.G. k 0.55.
arit. W.. LFS
�9 w_-
FL- 75225 6-80
rr 5
"C" 0 'A"
wl� 61-
6'[—
. —I 1 —1 — 7 Fi 6. 1-- x.
W 'W' F-1
7--g- 7 B:
�J I? -
z
W/2X BUCK
MULLION INSTALiATIDN
S FOR SHOWN FOR W/IX BUCK
REFERENCE ta INSTAULAMON- a��
HEAD &
A 2X BUCK INSTALLATION JAMBS
A SEE NOTE I all
W/� BUCK INSTALLATION
MULLI
SHOWN ON
B",
9 1X BUCK NSTAi1ATON
9 W/JX BUCK INSTALLATION TYIP. HEAD & JAMBS
HIM & JAMBS
SEE NOTE I
SEE NOTE I
SEE 5 SEE
DETAIL SEE Q
NOTE 1 .6 SEE
a DErAtL '4* Ui
to �! :� -- t DETAIL
16 16 -2-
SEE 0
OETV I
12 12
EE BE
NOTE 'NOETE
I
C. 'E' C.-J D. I I "A' a, "A'
NGI E UNIT W/SIDELITES AND TRANSOM VIEW 'E�'E VIEW "O�'D IF- 11HE WZSIDELEE AND TRANSOM 1AEW siNGir UNIT WITH TRANSOM viEw 'A��A - - - - - -
NOTES.
1. 114"ITW concrete screws anchoring frame ondlor0l require a minimum 2-1/2'clearance to 8
mosonry edges, a 1-114'minimurn embedment and a minimum 3"clearance to adjacent
concretescraws. Substitution of equal concrete screws from a difterent5uppliermay have
different edge distance and centerarstance requirements. Concrelescrawfocatiore of the I
comen, and of mullion locations, may be adjusted to maintain the minimum edge distance to
mortorJoints. If concrete screw locallon; noted as "MAX. ON CENTER" must be adjusted to
maintain the minimurn edge distance to mortorJoInts, additional concrete screws may be
requited to ensure the maximum on centcr6mensfon Is not exceeded.
2. 3116"ITWconcrefescrewsonchoring frame andlorsillrequire a minimurn 2-518" clearance to DErAll "6 QETA& !I -J—L-L.LL-
masonryedges, a 1-114"minmurn embectmentand a rninknum2-114'c(earance to adjacent
INSTALLATION
3. The sidelife Is direct set info thelarnib with (12) 48 x 2pfh. "ad screws. there am (4) of each
concrete scm%,s unless otherwise noted by concrete screw manufacturer. W/2X BUCK
verticollomb, from the top do" of 13.5", 37'. 48.5' & 66'. There am f2) at the header of 4"From W/IX BUCK wru 2121112
the outside comers offhe frame. Them are (2) at the silt 4�lroan the outside comers. INSTALLATION
SEE NOTE 2 N.T.S.
4. for optionolddegle construction with staples, stdoble Is di set into thelamb with (5) 71"X
1-314"16 go. staples along eachlomb (6"fromenWondeq=Hyspacedfh"eafter). LFS
5� Latch, deadbolt and hinge locations vay. See Certification Agency Certificate and OETAIL 'I QE-TAfL '2 FL-15225.6-80
coffecsponding test reports forspecific dimensions and design pressure ratings.
Ishm 5 0
Ix
MASONRY EDGE MASONRY
(IYP.) (TYPJ
INTERIOR
(ZHEADJAMS
10 Ix W"UCK
Inswing shown
EXTERIOR
13
0
z z
INTERIOR EXTERIOR
DUCK
INTERIOR
21 )HEAD JAMB
To wono 1..
Inswing shown
INTERIOR
V'MIN FROM I"MN. FROM
MASONRYEDGE MASONRYEDGE
TTyP*)
. Typ .
n13
2X BUCK�
A
INTERIOR EXTERIOR
r3"'NIIEADJAMB
��Hsa.�u
inswingshown
-T
V�rERIOR
0
EXTERIOR
L
GAYMIN.
'SPA6E
CZINK
L
0.257MAX.
S;1'1M
$HIM SPACE
EMB.
1.25'MU4.
EMB,
EMB. WP.
mm 2 1 12
r4 WERTICAL SIDE JAMB
r5 VER17CAL SIDE JAMB
N.T.S.
TO A SU �cl(
lowo alrome
N& JK
LnswIng shown
Insw1nog shown
LFS
_I IITMRY 1101CA 2-1 ITMIN. FROM
;.",R "G MASONRY EDGE
(TYP.) ITYP.)
ZE"'CAl CROSS SECRON
J.,ing �.�Tigumllon
INTERISOLIR EXTERIOR
'UN
EXTERIOR INTERIOR
�l .
20
%Z
12
E
q
mom
2-11TMIN. FRO�A 2
�I,/2'0 FR
Wi
MIR
MASONRY EDGE
MASONRY EDGE S E DoGtE—
(TYP.) ITYP.)
(TYR.)
ICAI CR SEC710M
VERTICAL CROSS SEVION
OK.EtR
INTERIOR
8MRIOR
EXTERIOR
INTERIOR
16
7
as
r
2-1/2'MtN. FROM 2-1 n" MIN. FROM
MASONRY EDGE MASONRY EDGE
2-1/2" MIN- FROM
MASONRY EDGE—�—MASONRYEDGE—
2-IITMIN. FROM
2-1 IT MIN. FROM
MASONRY EDGE
2-1/Z'MiN. FROM
MASONRY EDGE.
(TYP.) (TYP-)
(TYP-) I (TYR)
(TYP.) ITYP.)
GVERTICAL CROSS SECTION
)
VERTICAL CROSS SECTION
(3)
VERTICAL CROSS SECTION
�.g wftloffaWn
W�g config�aWn
9) Wswzm cmugurahm
W.
R W R W Building Consultants, Inc.
B Consulting lind Engineering Services for the Building Industry
C P.O. Box -130 VDIdw, FL 33595 More 8 13.659.9197
Florid. B ... d of Proloxsional Engineers Certificate of Aufl,067,alion No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma Tru Corporation
..Premium Series, "Construction Series"
Exterior
Exterior Door
118 Industrial Or
and "Benchmark by Therina-Tru"
Doom
Assemblies
Edgerton, Off 43.�17
8`0 Single Opaque or Glazed Panel w/ & w10 Sidelites and Transom
Phone 419.298.1740
Inswing I Outswing Steel Door
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID 4 1998) for
Thermal Tru Corporation. based an Rule Chapter No. 9N-3, Method iA 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.
I . This product anchoring has been developed in compliance with the 2010 Florida Building Code (FBC) structural requirements excluding the "High
Velocity Hurricane Zone". Seethe Certification Agency Certificate for sizes, specifications and design pressure ratings.
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. Wood screws shall be installed following installations instructions of ANSI AF&PA NOS 2005. All other fastener types to be installed following fastener
manufacture's installation Instructions,
4. Fastener embedment depths, edge distance and center -center distances shall be specified by the fastener manufacture, but in no instance shall they
be less than shown In drawing FL-15225.6-80.
5. Where shims are used, they must be a "rigid / stiff" material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FL -I 5225.6-80 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FL-1 5225.6-80 require further engineering analysis by a licensed engineer or registered architec
Supporting Documents.
1. Test Report No. Test Standard
NCTL-210-2030-1 AA&WNWWDYl OIII.S.2-97
TEL 01460147 ASTM E330-02
2. Drawinq No. Prepared by
No. FL-15225.6-80 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Product Anchoring RW Building Consultants, Inc. (CA #9813)
Buck Anchoring RW Building Consultants, Inc. (CA #9813)
Testing Laboratory Signed by
NCTL Barry D. Portnoy, P.E.
Testing Evaluation Lab. Lyndon F. Schmidt, P.E.
Sioned & Sealed by
Lyndon F. Schmidt, P.E.
Sinned & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
PF 1208 Sheet 1 of 1 212112012
NOTICE OF PRODUCT CERTIFICATION
Company: Therma-Tru Corporation Certificati on No.: N1005567-R4
108 Mutzfeld Road Certification Date: 01/07/2004
Butler, IN 46721 Expiration Date: 12/31/2015
Revision Date: 01/0412012
Product: Construction Series Wood Edge Glazed Steel Door Inswing/Outswing w/14" Sidelitcs &
16" Transom
Benchmark by Therma-Tru Series Wood Edge Glazed Steel Door Inswing/Outswing w/
14" Sidelites & 16" Transom
Specifications Tested To: ASTME2831330/r-,331/TAS202-94
To verify that the "Notice of Product Certification" is valid, please visit wwwAAMICertification.com to assure that the product is active aad currently listed. This
certification represents product conformity to the applicable specification and that certification criteria has been satisfied. Please review and advise NAMI is any
corrections are required to this docunienL
Configuration
Inswing
or
Outswing
Glazed
or
Opaque
Maximum
Size
Design
Pressure
Pos/Neg
Missile
Impact
Rated
Test Report Number
&
Comments
O/OXO
Single Door %v/
Sidelite/Transorn
us
Glazed
5191, x 9'4"
+47/47
Door -No
Sidelite-No
Transom -No
NCTL-210-2030-1
O/OXO
Single Door w/
Sidelite/Transom
O/S
Glazed
5'9" x 9'4"
+47/47
Door -No
Sidelite-No
Transom -No
NCTI--210-2030-1
National Accreditation & Management Institutej Inc./4794 George Washington Memorial Highw.ayffl es, VA 23072
Tel: (9-04) 484�5i2,4117ax: (�04)�684-5112
NAM[ AUTHORIZED SIGNATURE: