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MEM FL# 110599-115
Application Type Revision
Code Version 024
Application Status pproved
Comments
Archived
Product Manufacturer T iertna-Tru Corporation
Address/Phone/Email 1 8 Industrial Drive
Egerton,01'143517
( 19)298-1740
ri kw@rwbldgconsultants.cojrj
Authorized Signature VI ian Wright
ri w@rwbidgconsultants.com
Technical Representative
Address/Phone/Ercall
QualityAssurance Representative
Address/Phone/Email
Category Ext xior Doors
Subcategory Sw nging Exterior Door Assemblies
Compliance Method Eva cation Report from a Flarida'Registered Architect or a licensed_
Flodda Professional Engineer
,e) Valuation Report•Hardcopy Received
Florida Engineer or Architect Name who developed Lyni ton F.Schmidt,P.E.
the Evaluation Report
Florida License PE- 3409
Quality Assurance Entity Nati nal Accreditation and Management institute
Quality Assurance Contract Expiration Date 12/.1/2018
Validated By Rya J.King,P.E.
alidation Checklist-Hardcopy Received
Certificate of Independence — C01 Certincatp Of llidenendence.ollf
Referenced Standard and Year(of Standard) sta bEd Year
AST D1929 1996
AST E1300 2004
AST E84 2000
TAS 01,202,203 1994
Equivalence of Product Standards
Certified By Florid I Licensed Professional Engineer or Architect
99 R5 Fouly OF STANDARDS.ndf
Sections from the Code
littp://Vvww.iloridabtiiIdiiig.org/p1-/pr app_(Itl.l;spx?partll =wGEVXQwtDgti'YB.12%2fM71... S/20/2015
Floridly Building Code Online page 2 of
Product Approval Method Method 1 Option D
Date Submitted 01/2n/2015
Date Validated 42/02/2015
Date Pending FBC Approval 02/07/2015
Date Approved 04/15/2015
Summar of Products
FL# Model Number or Name Description
1059 dr wing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes F1,10599RS )1 Inst 10599j rill
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 10599.1 for Design Pressure'Ratin s,any 91021—AAE E r}ALIQM
additional use limitations,installation instructions ane Created by independent Third Party:Yes
product particulars.
10599.2 b."Profiles"and"Traditions" eries 3'0 x fi B"LnPacV Steel Single Door with Sidelite-Inswing
or Outswing(XO or OX Configurations)
Limits of Use Installatioiz Instructions
Approved for use in HVHZ:Yes ELI-0129 R5 it Incl 10599 nor
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 10599.2 for Design Pressure Rating ;any Fl+__0599 RS AE Eva_10599 2.ndf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.(Note-ASTM E1300-90 utilized fo
areas Inside the HVHZ)
10599.3 c."Profdas"and'Trad_tions" eries 3'0 x 6'B"impact"Steel Single Door with Sidelites-Inswing
or Outswing(OXO Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes EL)4599 R5 J Int 10599 3 ndf
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 10599.3 for Design Pressure Ratings,any F ZUS90 RS AE E al 10599.3.0-of
additional use limitations,Installation instructions and Created by Independent Third Party:Yes
product'particulars.(Note-ASTM E1300-90 utilized for
areas Inside t_te HVHZ)
10599.4 d."Profiles"and'Traditions"S ries 6'0 x 610"impact"Steel Double Door-inswing or Outswing
(XX Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes PL1059 R5'11 In 1050 .4 odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43,109
Impact Resistant:Yes Created by Independent?hird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 10599.4 for Design Pressure Ratings, my FLI(2599 RS AE Fvai 10S0o 4 0d
additional use limitations,Installation instructions and Created by lndependent'rl1_rd Party:Yes
product particulars,
10599.5e."Profiles"and"Traditions"Se les 6'0 x 6'0"Impact"Steel Double Door with Sidelites-Inswing
or Outswing(OXXO Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10599 R5 11 Inst 10599.5.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 1.0599.5 for Design.Pressure Ratings,a y F1.10599 RS AE Fval 10599 5:pdf
additional use limitations,installation Instructions and Created by independent Third Party:Yes
product particulars.(Note-ASTM E1300.90 utilized for
areas inside the HVHZ)
E..k
roman u:::a:L2CieduLnnca*..5tc:� tiatvusr
The Slatn of FlOrldn IS an ANCCO employer.�o�,y r1L;,t12L-$.Q13.51d1f ::P.nvnlry SIal1AmP.Q1;: cl i S eRL'Qt;;ReR fid StntSIII3111
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Honda Building,Code Online Page 3 of
Under Florida taw,emait addresses are public records.It you do i at want your e-mail oudress released in response to a public-tecords request,do out send
electronic mail to this entity.Instead,contact the off"by phone r by traditional mad.If you have any questions,please contact 650.407.1395.'Pursuant to
Section 455.275(j),Flnrhta Statutes,eAective Weber 1.2022,tic rAms licensed under Chapter 455,F.S,must provide the Department with an email address if
they have one.The entails provided may he used for official comms nicallon with the licensee.however email addresses are pubfic record.If you do not wish to
Supply a personal athum,Ideas provide the Department with an em it address which can be made available to the public.To determine it you are a licensee under
Chapt r 455,F.S.,please dick b.Cre-,
Pr duct Approval Accepts:
WR .i.tui 0
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t" NO DATE 13Y DOOR PANEL t7ETAiES Phan.No.:813.659.9197
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Phone No.:013.65%0
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NO DATE 8Y CROSSRSEVIONS Ph no No.: 1313A59.9197RLVI51ON5 FOPS CA No. 9813
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DETAIL Q)OUTSWING =d
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SUCKANCHORING HINGE IAMB fRAMF AN[Hv
OR STRIKE JAMB o 0
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CONCKO ANCHORWOTFS: oti Q
J.Concrete onchoYlocations of the tamers may be adiusted to m6inicin the min.
edge dlst--ice to mortar joints <w
$Concrete onchorlocctiamnoted as WAX ONCENIER"mustb_eQvstedto a�Ps d
molntaln the rnln,edge dstance to mortar joints,cdd-elonot concrete anchors
moy be required to er=e the"MAX.ON C&4TER"dirnenslom cre not excoeded. Q t
3.Concrete enchor tale:
LKOr`fQ
ANCNOE 4NdH6R MIN. MIN.CLEARANCE MIN.CLEARANCE I D. •� 10 10' o
SIZE, EMBEDMENT TO MASONRY TO ADJACENT ( '
EDGE, ANCHOR z u
.. wm 2127112. °
TAPCON° 1/4" 1-1/4' 2" 4" j0 Sc._, N.T.S. °
EtCO 1!4' 1.1(4' 1' 4' JK o'
pnr.$Y:
UOODS N oar.at. LFS 3
WOOD SG4EW:NSTAtLARON NOTES:
trxanur
C i.Wood c ews to re ent edge dcience,i"and dutance,6 I'oc.spacing of HINGE DETAIL! HINGE DERAIL 2 FL-10599.1 0
� waoa screws to prevent the splitting of wood, c
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edge distance to modal joints. q -
2.Ccncmfe encharlocatiions noted as'MAX,ON C&MR-musl be oajustedr0
maintain the mh edge distance to modal joints,additional concrete andhars 14 i Q A,/ _ •�'Y o
may be required to ensure the'MAS.X.ON CIINTER`dunensions are not exceeded. _ ... ,;r-- 10 )a n m r i
3.Concrete anchor table:
-� M114 CLEARANCE MIN.CLEARANCE N -°'`•'
EA ANCHOR MIN: °z
`SRE. EMSECMENf TOMASONRV TOADJACENTEDGE3Jib' i•14° N.7.5.,
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114' 1.114• 1" S ���: -
HINGE DETAIL T HINGE DETAIL LFS
2
WO00SCREW INSTALLATION NOTES: MALI:ray a
.1.mohloin c aftmum 5J8'edge distance.Y end d+stance.d I'o.c.spoctng FL
70549,!
E of woad scram cc
to prevent the spStting of woad.
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BILL OF MATERIALS dJMM DESCRIP17ON MATERIAL
A IX BUCK SG>=0.55 WOOD ...
3 2X BUCK SG>=0.55 WOOD
C MAX.I/,r SHIM SPACE
WOOD
D IX X 2-3/4'PFH ELCO OR UW CONCRETE SCREW STEEL % it .........
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI
E CONCRETE
301 OR HOLLOW BLOCK CONFORMING TO ASTM,C9D
P 114"X 1-3/4`PFH ELCO OR FTW CONCRETE SCREW STEEL
H 3116'X 31/4'FFH ITW CONCRETE SCREW STEEL
I Ilf X 2-1/4-PFH ELCO OR ITW CONCRETE SCREW STEEL
J IXX 3-3/4'PFH ELCO OR[TW CONCRETE SCREW STEt14.563 4.5
-
63, s
K '8X 2-117'PF+i WOOD SCREW STEEL
'A
L -IDX 2-1/2'PFH WOOD SCREW STEEL 31 OUrSWING &,;:W
�
—QUTSWING
i
I DOOR SKIN;PROFILES STEEL SERIES 24GA.(.02T MIN-Fy 48.470 PSI MIN-1 STEEL tlremdd coos!AL oa
I A DOOR SKIN:TRADITIONS STEEL SERIES 25GA.1.018"M64..FY=27.830 PSI MIN.I STEEL
2 TOP RAIL WOOD
3 LATCH STILE WOOD
4 HINGE STILE WOOD
s To—,7OM RAIL Comp,
6 POLYURETHANE FOAM 11.91bs.DENSITY) FOAM 4.563'
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM
w 0 0
8 LONG REACH COMPRESSION WEATHER-STPIP FOAM
9 4'X4'HINGE.5?FTHr- STEEL
10 9 10 X 3(4"PFH WOOD SCREW(HINGE TO FRAMESTEEL
17 PASSAGE LOCK-KWIKSET SIGNATURE SERIES STEEL
18 THRESHOLD OUTSWING ALUM.SOD
19 BWEPJAMB WOOD HEAD-ADA 111DIE
_ INSWING
2D SIDE JAMB WOOD 19 20 Jamb 33 hmshln
2r ZVb-0(5L-T-KWIKSEI SIGNATURE SERiES(780) STEEL
VICH STRIKE PLATE ---Sl—tEL
DEADBOLI STRIKE PLATE STEEL
31 COASTAL OU7SWING THRESHOLD ALUM.IWOOD z
32 DOOR BOTTOM SWEEP PVC
33 INSWING THRESHOLD
ALUM.COMF1418' o
-
38 LOCK BLOCK WOOD
PROFILES SERIES DOOR'-SEE PANEL DETAIL SHEET FOR DETAILS
TRADITION$SERIES DOOR-SEE PANEL DETAIL SHEET FOR DETAILS
SLID E
t! r3 c�
NOTE:WOOD DOOR COMPONENTS:PINE JSG>=0.42.)
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om 2127172 z z
N.T.S.
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F"K—ID a
FL-10599.1
n
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O.Box 230 Valricn,F 33595 Phone 813.659.9197
Florida noon!orPtoressionut[n{,hty is Certitia tc orAuthpri2otion No.9$13
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Product
Category Sub Category Manufacturer I Product Name
Swinging Therma Tru Corporation "Profiles"and"Traditions"
Exterior Exterior Door 110 industrial Dr. Steel Door
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.290.1740 II 'impact"
Scope: This is a Product Evaluation report issued by R W Buildini Consultants,inc.and Lyndon F.Schmidt,P.E.(System ID It
1998)for Therma Tru Corporation based on Rule Chapte No.61 G20-3,Method 1 D of the State of Florida Product
Approval,Department of Business&Professional Regula ton.
RW Building Consultants and Lyndon F.Schmidt,P.E.donot have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other e�tity involved in the approval process of the product named
herein.
Limitations:
1.This product has been evaluated and is in compliance with the 5th Ed tion(2014)Florida Building Code(FBC)structural requirements
including the"High Velocitv Hurricane Zane"(HVHZ).
2. Product anchors shall be as listed and spaced as shown on details.A,chor embedment to base material shall be beyond wall dressing
or stucco.
3.When used in the"HVHZ"this product complies with Section 1626 oft a Florida Building Code and does not require an Impact
resistant coverinq.
4.When used in areas outside of the"HVHZ requiring wind borne debri protection this product compiles with Section 1609.2 of the FBC
and does not require an impact resistant covering.This product meets l issue levet"D"and includes Wind Zone 4 as defined in ASTM
E1996 and Section 1609.1.2.2 of the FBC.
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
6. Site conditions that deviate from the details of drawing FL-10599:1 require further engineering analysis by a licensed engineer or
registered architect.
7. Outswing configurations using coastal sill item#31 under active doors+peat water infiltration requirements for"HVHZ".
8 inswing configurations and outswing configurations using silt item#18 Ind#33 under the active door do not meet the water infiltration
requirements for the"HVHZ".Inswing units shall be installed(in the"HVHZ ")only In non-habitable areas or at habitable locations
protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
9. When used in the"WW',steel must be protected as specified in FBC action 2222.6.
1o.See drawing FL-10599.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
15427-107362 ASTM EUMa Omega Point Laboratories William E.Fitch,P.E.
ATI 67508.01106-18 ASTM D1929-96 Architectural Testing,Inc. Joseph A.Reed,P.E.
ETC-01-741-11004.0 TAS 201-94,TAS 202-94,TRS 203-94 ETC Laboratories Joseph L.Dolden,P.E.
TEL-06-0717-1 TAS 201-94,TAS 202-94,TAS 203-94 Testing Evaluation Lab.,inc. Wendell W.Haney,P.E.
2. Drawing No. Prepared by Signed&Seated by
No.FL 10599.1 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) Lyndon F.Schmidt,P.E.
4. Quality Assurance
Certificate of Participation issued by National Accreditation and Managel�ient institute,certifying that Therma Tru Corporation is
manufacturing products within a quality assurance program that compile with iSOAE�C,17,Q20,and Guide 53.
.z
Lyndon F.Schmidt,P.E.
• r ;r
1iFL PE No.43409
i+_.• i� 2/212015
Sheet i of 1
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