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Product App„rgval_Megu>Product or Application Search>Application List>Application Detail
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L FL# FL5891-RS
Application Type Revision
Code Version 2014
r Application Status Approved
Comments
Archived
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbidgconsultants.com
Authorized Signature Rick Wright
rickw@rwbidgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon Schmidt,P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan 1.King,P.E.
J Validation Checklist-Hardcopy Received
Certificate of Independence FL5891 R5 COI Certificate of Independence_pdf
Referenced Standard and Year(of Standard) Standard Year
SSTD 12 1999
TAS 202 1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 06/13/2015
Date Validated 06/28/2015
Date Pending FBC Approval 07/05/2015
Date Approved 08/18/2015
Summary of Products
FL# Model,Number or Name Description
5891.1 a."FiberClassic" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
' Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 RS_II Inst S891_L.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.1 for Design Pressure Ratings by FL5891 R5 AE_Eval 5891.1.odf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For FiberClassic doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.2 oothStar" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891_._R5_II.__Inst 5891.2,pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.2 for Design Pressure Ratings by FL5891 R! AE Eval 5891.2.9df
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For SmoothStar doors,this product
approval requires the use of"]"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.3 c."ClassicCraft" 6'8"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL.5..891._R5_,II_Inst._58913_._pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.3 for Design Pressure Ratings by FL5891._R5...AE Eval 5891_.3..pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
5891.4 d."FiberClassic" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL58 1 R II Inst 5891.4. df
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.4 for Design Pressure Ratings by FL5591
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For FiberClassic doors,this product
approval requires the use of"?part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.5 e."SmoothStar' ST"Impact"Opaque Fiberglass Single Door(X)Inswing or
Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891 R5_II_Inst 589.1.5_pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 5891.5 for Design Pressure Ratings by FL5891,,.-RS.,._AE.._Eyal_5891_.5_pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.(For SmoothStar doors,this product
approval requires the use of"I"part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891.6 f."ClassicCraft" 8'0"Impact"Opaque Fiberglass Single Door(X)Inswing or
_ I Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL5891„_RS.._II....I_nst_5.8..9.1.6...pd.f
Approved for use outside HVHZ:Yes Verified By: Lyndon Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
1.
Design Pressure:N A Evaluation Reports, 9 / I
Other:See INST 5891.6 for Design Pressure Ratings by FL5891.._RS-_AE_Eya.1 5891:6_pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
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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
emails 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:
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g TABLE OF CONTENTS
43 SHEET# DESCRIPTION
e QVERALE fjESIGN PRESSURE tPSi� \ �"
s 1 Typical elevations,design pressures&general notes SWING e a RAME
2 Door panel details
3 Horizontal cross sections D�MiENStON POSTf1VE ;NEGATIVE;; DATE: 4123108
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4 Vertical cross sections INSWING 37.59"x82.19" +67.0 -67.0 sc N.T.S.
5 Buck and frame anchoring-2X buck masonry construction DwD.BY: AL m
6 Frame anchoring-1X buck masonry constructton OUTSWING 37.59"x 80.69" +67.0 -67.0 cHrc.Br: LFS 3
DRAWING ND.:
7 Bill of Materials&Components
FL-5891.1 0
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(`I oo NO DATE BY Phone No.: 813.659.9197
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REVISIONS CROSS SECTION FEiPE CA No. sB13
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Iv co NO DATE gy VERTICAL Phone No.: 813.659.9197
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BUCK ANCHORING STRIKEJAMB FRAME ANCHORING H GE JAMB o y
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CONCRETE ANCHOR NOTES:
I. Concrete anchor locations at the corners may be adjusted to maintain the min.
e edge distance to mortarjoints. o
2. Concrete anchor locations noted os"MAX.ON CENTER"must be adjusted to z a_ c
maintain the min.edge distance to mortar joints,additional concrete anchors m
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may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. L 28
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a IN.CLEARANCE .MIN CLEARANCE 10 \�
ANCHOR ANCHOR M1N TO MASONRY ..TO ADJACENT.: x
Ty. SIIE .EMBEDMENT: EDGE ANCHOR 10 27 D K DATE: 4/23/08 i
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TAPCON® 1i4" 1.1/4" 2" 4.. DWG.eY: AL m
e ® 1/4" 1.11N' 1" 4" cHK.BY: LFS 3
ULTRACON - GRAWINc Ho.:
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E WOOD SCREW INSTALLATION NOTES: HINGE DETAIL rLACH s DEADBOti D FL-58I.Maintain a minimum 5/8"edge distance,I"end distance.&I"o.c.spacing - ETAIL t o
£ of wood screws to prevent the splitting of wood, euero ..n_er_. t4b
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CONCRETE ANCHOR NOTES: N
I. Concrete onchorlocations at the corners may be adjusted to maintain the min.
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$ 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 9 0
maintain the min.edge distance to mortarjoints,additional concrete anchors H
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. XANtHOR
3 Concrete anchor fable: `. MIN CLEgRANCE MIN:CLEARANCE ,p ANCHOR : MIN. TO MASONRY TO ADJACENTTYPE > SIZE .EMBEDMEN> LO
EDGE:>.' 'ANCHOR . oD
ZITW DATE: 4123108
TAPCON® 2„ 4" =G SCALE: N.T.S.
2 ITW DWG,BY: AL m
TAPCON® 3/16" 1.1/4" 3" 1•1/2" HINGE DETAIL� WOOD SCREW INSTALLATION NOTES:
DMWNG NO.:
LFS
1.Maintain a minimum 518"edge distance,1"end distance,&1"o.c.spacing m
p 9 FL-589 7.1
V of wood screws to prevent the splitting of wood,
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BILL OF MATERIALS C
ITEMI DESCRIPTION MATERIAL
A IX BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD �Ni`j oe� rim
C MAX.1/4"SHIM SPACE WOOD 4.56 �.\J., _
' ••'•...........
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D 1/4"X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL T � '� •.......••', ��
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO
E ACI CONCRETE �— ` ���rrr o n 0
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 — p a z°
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL h 9 , $
H 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL 2.36"— vy E z m o
J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL \ e g 9 0 o a
K #8 X 2-1/2"PFH WOOD SCREW STEEL 19 2� HEAD&SIDE a rn 'm d`L
L #10 X 2"PFH WOOD SCREW STEEL
7 SHORT REACH COMPRESSION WEATHERSTRIP FOAM B �w
8 LONG REACH COMPRESSION WEATHERSTRIP FOAM 8 era
9 4'X 4"HINGE.097'THK. STEEL
10 #10 X 3/4'PFH WOOD SCREW STEEL
17 KWIKSET SIGNATURE SERIES PASSAGE LOCK STEEL
18 LOW PROFILE OUTSWING BUMP FACE THRESHOLD ALUM./WOOD b o s
19 HEADER JAMB PINE,S.G.>=0.42 WOOD 2'2a + � W w
20 SIDE JAMB PINE,S.G,>=0.42 WOOD 5 m a
21 KWIKSET SIGNATURE SERIES 780 DEADBOLT STEEL wa w o0
27 LATCH STRIKE PLATE STEEL r 1 4.62" -I_T
28 DEADBOLT PLATE STEEL
32 DOOR BOTTOM SWEEP PVC
33 SELF ADJUSTING INSWING SADDLE THRESHOLD ALUM.COMP. a a
50 FIBERGLASS DOOR PANEL-FIBER CLASSIC U LOW PROFILE OU TSWUJG BUMP FACE
jY}
51 FC DOOR SKIN.070"MIN.THK.FIBERGLASS BY SMC m
THERMA-TRU WITH YIELD STRENGTH Fy(MIN.)=6,000 PSI m
52 TOP RAIL COMPOSITE
53 LATCH STILE LVL WOOD
54 HINGE STILE WOOD N p
55 BOTTOM RAIL COMPOSITE w m o
g 56 POLYURETHANE FOAM CORE-1.9 LBS.DENSITY FOAM =o n
57 LOCK BLOCK REINFORCEMENT WOOD 5.75" -{ N N
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NOTE:WOOD/LVL COMPONENTS(PINE,SG>=0.42) W
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DATE: 4 23/08 i
SCALE: N.T.S. °
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CHK.BY: LFS 3
DRAWING NO, m
FL-5891.1 °o
O SHEET 7 OF 7
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