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? FL# FL15225-R4
Application Type R on
Code Version 2017
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified
by the POC and/or the Commission if necessary.
Comments
Archived U
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category C Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By Ryan J. King,P.E.
[ Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
Ft_.1�225 R4 Fg1>iv (aLEquiv�lencv of Standarct.p.df
Product Approval Method Method 1 Option A
Date Submitted 09/21/2017
FL15225 R4 AE (b)Eval 15225.4-80.pdf
Created by Independent Third Party:Yes
15225.5_---' e."Smooth-Star"and"Benchmark 6/8 and 8/0 Opaque and Glazed Fiberglass Door with and
by Therma-Tru" without Sidelites.Inswing and Outswing
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No Fl.1527_5 R4 CCAC 15225.5 NAMI certs,pdf
Approved for use q i VHZ:Yes Quality Assurance Contract Expiration Date
Impact Resists :No 12/31/2021
Design Press e: N/A Installation In
Other:See IN 68(6'8 Door Products),INST FL15225 R4 II ,al Inst 15225.5-68.Ddf
15225.5-80(8'0 Door Products)and INST 15225-68M(6'8 FL15225 R4 II U Inst 15225.5-80pdf
Door Products Direct to Masonry)for installation instructions. FL15225 R4 II (a)Inst 15225-68M.Ddf
Note-Glazing Shall comply with ASTM E1300-04.(This FL1,5225_R4 fI r-L_1527._5.5 Glazing Det..;.Pdf
product approval requires the use of"J"part number doors Verified By: Lyndon F.Schmidt,P.E.43409
and sidelites,which have been stained or painted within 6 Created by Independent Third Party:Yes
months of installation-Excludes Opaque Benchmark Door Evaluation Reports
Panels.) FL15225 R4 AE (a)Eval 15225.5-68.adf
FL15225 R4 AE (a)Eval 15225.5-80.pdf
FL15225 R4 AE (a)Eva[ 15225-68M.Ddf
Created by Independent Third Party:Yes
15225.6 f."Premium Series","Construction 6/8 and 8/0 Opaque and Glazed Steel Door with Transoms.
Series"and"Benchmark by With and without Sidelites. Inswing and Outswing
Therma-Tru"with Transoms
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15225 R4 C CAC 15225.6 NAMI certs.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 12/31/2021
Design Pressure:N/A Installation Instructions
Other:See INST 15225.6-68(6'8 Door Products)and FL15225 R4 II (a)Inst 15225.6-68.udf
15225.6-80(8'0 Door Products)for installation instructions. FL15225LR4 I�a�lnst_15_7.25_6 BO.Ddf
(Note-Glazing Shall comply with ASTM E1300-04) FL15225 R4 II FL-15225.6 GlazingDet..pd
Verified By: Lyndon F.Schmidt,P.E.43409
Created by Independent Third Party:Yes
Evaluation Reports
FL15225 R4 AE (a)Eval 15225.6-68.Ddf
FL15225 R4 AE (a)Eval 15225.6-80.Ddf
Created by Independent Third Party:Yes
Back HE,
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
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
click here.
Product Approval Accepts:
0 ® cCiz:Y, -
Credit Card
Safe
THERMANTRU
- 105.50°MAX.OVERALL FRAME WIDTH OVERALL WIDTH
THERMA TRU DOORS
7 IA INDUSTRIAL DR..EDl3ERTON,DH 43517 S ����•'•,�� '- `.�� N)Q'
t i NL F f i rj r r,-..-. _-_-.� rr 4.4 c m d
1i N"Z
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ff f/ 1! Ii
Smooth-Star and Benchmark by Thermo-Tru �E„ z m o
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?U' ., 1' '1 i' 'i 1i if S' it ,` '1 i ii i,` ,i 11 it H t:Vl1; 5 O LO ma
�? 5 °, ,' 1 1 1 i 1 I .II11� 11 1' J 4 1'` i I` 'i 1' a' a m 6•a4.
6 8 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS ¢
I 1 i 13
W/&W/OUT SIDELITES
INSWING/OUTSWING c4if
' I n y 1i q n y `maw
5 1, I 11 i I 1 II 1 I +1 I IS I i iI
LL INSULATED FIBERGLASS DOOR WITH WOAD FRAMES
Ro
i 2 3 4 5 6 t 2 3
General Nofes 6 6 6 6 6 66 6 �6 6 6 6
r 1. This product anchoring drawing has been developed in compliance with the 6th Edition DOUBLE W/ SIDELITES OXXO SINGLE W/SIDEL17 S OXO
ry (2017)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE
Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0
2- Product anchors shall be as listed and spaced as shown on detailAnchoembedment
s. r
� o
to base material shall be beyond wall dressing,stucco,foam,brick and other wail 7450"MAX. 0�MAX. a
37.50"MAX. OVERALL WIDTH a a
o coverings. OVERALL WIDTH
^)
OVERALL
3. Wood screws sholl be installed following installation instructions of ANSI/AF&PA NDS 2015. _
WIDTH t 2 �3 t 2 3 m
- All other fastener types to be installed fallowing fastener manufacturers installation 7 ____._. 5 5 s 5 5 5
t( c v
instructions.
4. Fastener embedment depths,edge distances and center-center distances shall be as - N N
Y
d specified by the fastener manufacturer but in no instance shall they be less than shown in = s fir;+ +; ; ; -o•H• 4 + r? ; tri o o z
this drawing. » 5 4 w w Q
Orli i 1'I� 1�j 1 I i, 11 1, II 1 I i, ;' '� it I, I' rr (ll
W 5 7B Ej':`Ji `••-'� 5 O-H, s i,_y 11 I 1' i tiE
5 5 2.. �_y 1G_� �_ ai
5. Where shims are used,they must be a"rigid t stiff'material that complies with the o sa 5 Q I o o
requirements of the FBC. $
j � Fr� h=-�; ti='-?; ti=t; ti-..7' ti='-7' S
p CV Ii ', Ii 'i i 1' it 1 '1 1� it i i' ', II •rl ,rfi FF
I' '1 I1 '3 ,� 'I 1' '1 i, i+ '1 ii 'i 1' pp
6. Positive and negative design pressure requirements for use with this drawing shall be ; ;1 +, ;; ;' '; ;+ 1 i i 'i ,' a a o
determined by others for specific jobs in accordance with the governing code. 7 �'
i I i i t I �❑ _
v x_51
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7. Site conditions not covered by this drawing are subject to furiher engineering analysis. a s 6 N a a
_ 4 5 6 ) 2 3 4 5 6 m u m
LL TABLE OF CONTENTS 6 6 6 6 6 6 G 6 6 6 6 6 N_z �
NSHEET# DESCRIPRON SINGLE XDOUBLE XX SINGLE W/SIDELITE OX Typical elevations design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE MAX DESIGN PRESSUREwu• 1+67A -b7A smE: N,TS.Suck anchoring +55,0 -55,0 +40.0 -40.0 GYG.a: dttramsanchodng Frame_anchoring&bill of materials a+R.ar: LF'SHe Zantal&yerffcol cross sections LOCKHARDWARE MFG 8 SERIES_, DRAWING_�.___.._._.._.._.._.._.. KWIKSET SIGNATURE SERIES LATCHVertical cross sections FL-15225.5--68 0
KWIKSE7SIGNATURE SERIES 78G OEAOBO[i SHEET 1 or 6 N
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MASONRY_7 MASONIRY-7-- MASONRY-7-- 4
OPENING TYP. HEAD OPENING TYP. REFERENCE OPENING TYP. REFERENCE 0 Z*
& JAMBS HEADII HEAD 11 K .
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MA n X
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2X BUCK II
2X BUCK
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REFERENCE
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BUCK ANCHORING
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REFERENCE 11
JAMBS I�ASTRAGAL HEAD REFERENCE II
NOTES: 11 SHOWN FOR & JAMBS
1.2X buck min.S.G.2:0,55. 2X BUCK REFERENCE 2X
OPENING TYP. HEAD ryp. SHOWN FOR
BUCK CL CL
CONCRETE ANCHOR NOTES: :'n z
1.Concrete anchor focolions,of the comers may be adjusted to mainfoin the min.
ASTRAGAL z
M
edge distance to mortorJoInts, hSHOWN FOR a,6
"6 2.Concrete anchor locationsnoted as"MAX ON CENTER"must be adjusted to (3
maintain the min.edge distance to morlarloints,additional concrete anchors 06 C5 REFERENCE
II z
May be reclutred to ensure the"MAX.ON CENTER"dimension are not exceeded. II 0
IIII 11 DATE 2
............ Mo��CJLEARA -MINCLEARANCE. _12111 z
ANCHOR. J IIII II N.T.S.
— . :-'.-- TO.�A DJACENT
3.Concrete anchor table:
TO MASONRY
6ME
siit..: EMBEDMEtxGE �:ANCHOR� on.BY.. JK E0
ITWBY: LFS
TAPCONlAx,O 1/4" 1-1/4" 21 4' DOUBLE DOOR C t: UB W T
FS BUCK ANCHORING
DRAWING NO,
ELCO OPENING FL-1522
5.5-68
ULTRACON1141-1/47 1. 4'
13
SHEET
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4: N "1 w t1 A W/2X BUCK INSTALLATION "1 TYP. HEAD & o m oZ
A W/2X BUCK INSTALLATION n .ol JAMBS >r y Jia
9 /1X BUCK INSTALLATION I,
9 W/1X BUCK INSTALLATION } p IYP. HEAD &JAMBS p
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7 6 16 S" " o I SEE 6 - - w a 16 i 6 "i i 6 SEE o I x�
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12 iia 5 n'I ` "6" 12 iia 5 DETAIL "2'
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£ VIEW "C,....-"CViEW "E»_"L SINGLE DOOR W/SIDELITE VIEW "B"_'B' SINGLE DDDR VIEW %l"-'A" m
a SHOWN W/OPITONAL CORRUGATED U U
FASIENERS,REM JJ0 MP.ALL
s,OELLTE TO ODOR JAMB CONNECTtoNs)
W/2X BUCK2 ^
INSTALLATION ry N
SIDELITE NOTES: 0
° 1.The sidelife is direct set into the jamb with(T 2)#8 x 2"pfh.wood screws.There are(4)at each z
N vertical jamb,from the top down of 13.5;31,48.5'&66".There are(2)at the header of 4"from B VV/1X BUCK 11 w w o
the outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION N
2. For optional sfdeGte construction with staples,side6te is direct set Into the jamb with(4)7/6"X a
00
i s/4'i 6 ga.staples along each Jamb(6"from ends and equally spaced thereafter).
1D
CONCRETE ANCHOR NOTES. DETAIL "6" DETAIL "2" ¢~
1.Concrete anchor locations at the comers may be adjusted to maintain the min. a
$ edge distance to mortar joints. ^
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to W/2X BUCK 2Ell
maintain the min.edge distance to mortar.joints,additional concrete anchors INSTALLATION B m a e
may be required to ensure the MAX ON CENTER"dimension are not exceeded. z
3.Concrete anchor table W/1X BUCK N z o
12 C
INSTALLATIONiON 1 �.
Z ANCHOR ANCHOR MIN MIN CLEARANCE% MIN CLEARANCE: INSTALLATION 2/21/12 z
TO MASONRY '.:: 70 ADJACENT` _
TI'PE
SIZE FMBEDMENL` WALE: N.T.S,
i IiDGE ANCHOR OWG RY: JK m'
ITW t cs)L m: LFS 3
e 1/4" 1-1/4" 7' 4" d
F TAPCON� " DRAW NO NO.:
ITW j?k�all 'T"� -QE. FL-15225.5-68 a
TAPCON® 3/1S" 1.1/4" 3" 1'1/7 0
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W/1X BUCK �ci _ _ - NSTALLATION 09 INSTALLATION w¢ - - Z Z W1XBUCK o`' a�I TYP. HEAD En = ASTRAGAL�I)NSTALEATION -4.6 22 n°civ N v S `°a
ASTRAGAL II MULLION ITYP. HEAD & p >.^ ° a m °L m
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z 4
_ SHOWN FOR II SHOWN FOR _ L _ i� REFERENCE _ E �
REFERENCE II REFERENCE - ONLYit 4 .6
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o` FASTENERS TTEM 170(M.ALL
V SiDEUTE TO 000R JAMB CONNECNONS) m
3�
W/2X BUCK 2
INSTALLATION
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W/1X BUCK o 0
INSTALLATION 72 t C N N N
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S W/2X BUCK 3 w w o
Item DESCRIPTION Moteriot INSTALLATION n
q 10 x 2-t 2 PFH WOOD SCREW STEEL 1 p
g #10 X 1-3 4 PFH WOOD SCREW_ STEEL W/1X BUCK 11 o
C 1
0 X i PFH WOOD SCREW STEEL DETAIL "1'. INSTALLATION
g t 10 x 3 4 LG. PFH WO00 SCREW Hine to Frame STF_EL
2 #10 x 2" LG. PFH WOOD SCREW _ STEEL
3 8 x 2-i 2 LG. PFH WOOD SCREW r --
STEEL z
8 STEEL DETAIL "3" -� r
a 4 1/4" x 2-3/4" PFH FLCO OR ITW CONCRETE SCREW ATTACH ASTRAGAL THROW BOLT w z
S l
t 4" x 1-3 4" ITWFH CONCRETE SCREW PSTEEL B STRIKE PLATE 'TO FRAME q N o
g --_ AS SHOWN.
9 144" x 3-314" ITW PF1( CONCRETE SCREW _. STEEL . a
11 3 16" x 3-1 4" ITW PFH CONCRETE SCREW STEEL t C
3 12 1/4" x 3-1/4" ITW PFH CONCRETE SCREW
z MASONRY - 3000 PSI MIN, CONCRETE CONFORMING TO ACI STEL Dae 2 2i/i2 ti
t3 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE scuE: N.T.S. D
2 16 7 4" X 2-1/4„ PFH !TW CONCRETE SCREW STEEL 1 DnD.e�; . JK C3
C3
20 HEADER JAMB SUGAR PINE, SG >- 0.34 WOOD DETAIL "4„ mclikBY. LFS
21 344" THK. PRESSURE TREATED SIDELITE PAD -WOOD oaAWMc A0•
s - ._._.... -----
G 30 1/2 X 1" X 25 GA. CORRUGATED FASTENER STEEL FL-15225.5-68 0
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September 21,2017
' r ' PRODUCT: DoeumenW Prep—d By. SI7QEOF
FIBERGLASSTHER OOR Lyndon P. Schmidt �, FLpq{pD•:' �
nP.E. No. 43409 ♦ � ��
-972-71 -17' f l 11�
D i y �� y -• 2 UPDATE 70 6TH£D. 2017 F'8C LFS PART OR ASSEMBLY: BUILDING CONSULTANTS,� .
i 2 DS 75 UPDATE 70 5TH ED. 2074 FBC LFS I HORIZONTAL & VERTICAL P.O. Box 234. VolAco, FL 33595
^' NO DATE BY phone No.: 813.639.9197
REVISIONS CROSS BECKON$ FB C.A. No. 9813
02012 R.W.BUILDING CDNSULTANTS Wo,
R.1C6en:ATherma Tru PERMANENTV+-Florida ProductADpmvalsVL•15225 Cert Mark-Ins-all OnIAC-Drawings\FL-15225(2017)1FL-15225.5.dwry 6
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i s $ PRODUCT: 9oeumante Pn pored ey:� •• g � •y
12 F n N TNERMA-TRU Lyndon F. Schmldt
FIBERGLASS DOOR P.E. No. 43409 //�i��i�Qtj�A,`�`t�,`',`•
Z 9/21 17 UPDATE TO 6TH ED. 2017 FBC LFS PART OR ASSEMBLY: GD�r'!BUILOINC CONSULTANTS,4FFC.
trn c' ,��,- in N 1 2 05 15 UPDATE TO 5TH ED. 2014 F8C LFS VERTICAL JL"1/'I p.0. Etox 230.Voldco. FIL 33895
i I NO DATE CROSS SECTIONS I YYY Phone No.: 813.859.9197
co REVISIONS FSPE CA No. 9813
29.2012 R.W.EI—OING CONSULTANTS INC.