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�,,2 � ' � FL # FL5891-RS
'tGO ..`4ii�3'k'
N „r Application Type Revision
Code Version 2014
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@rwbldgconsultants.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category ( Exterior Doors
Subcategory 1 Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
R.1 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 J. King, P.E.
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
FL5891 R5 COI Qertificate of Indeoendence.odf
Standard
SSTD 12
TAS 202
Method 1 Option D
06/13/2015
Year
1999
1994
File Cn.,
9
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Number or Name
5891.1 ) I a.
06/28/2015
07/05/2015
08/18/2015
10/17/2017
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
Impact Resistant: Yes,
Design Pressure: N/A
Other: See INST 5891.1 for Design Pressure Ratings by
specific Model and for any other additional use limitations and
installation instructions. (For FiberC,assic doors, this product
approval requires the use of "T' part numbers for these doors,
which have been stained or painted within six months of
installation.)
Description
6'8 "Impact" Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Installation Instructions
FL5891 R5 II Inst 5B9l j..pkf
Verified By: Lyndon Schmidt, P.E. 43409
Created by Independent Third Party: Yes
Evaluation Reports
FL5891._,RS AE Eval_5891._1_pdf
Created by Independent Third Party: Yes
5891.2
b. "Smooth Star"
I
6'8 "Impact" Opaque, Fiberglass Single Door (X) Inswing or
Outswing Configuration
Limits of Use
I
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,,,,_R5 AE Eyal_585!L2,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.)
5891.3
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
FL5891 R5 II Inst 5891.3.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 I
Evaluation Reports
Other: See INST 5891.3 for Design Pressure Ratings by
FL5891 R5 AE Eval 5891.3.odf
specific Model and for any other additional use limitations and
Created by Independent Third Party: Yes
installation instructions. I
5891.4
d. "FiberClassic" I
8'0 "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 5891.4.odf
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
FL5891 R5 AE Eva[ 5891.4.i)df
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 "T' part numbers for these doors,
which have been stained or painted within six months of
installation.)
5891'.5
e. "SmoothStar" I
8'0 "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 5891.5.odf
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 R5 AE Eval 5891.5.odf
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.) I
5891.6.._. f "ClassicCraft"
Limits of Use
Approved for use in HVHZ: No
Approved for use outside HVHZ: Yes
R,n "rmp?,t." Opaque Fiberglass Single Door (X) Inswing or
Outswing Configuration
Installation Instructions
FL5891_ R5 II Inst 5891.6.pdf
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 5891.6 for Design Pressure Ratings by FL5891 R5 AE E_v_al 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. Copvricht 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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4
THERMAI U
THERMA TRU DOORS
1 16 INDUSTRIAL DR., EDGERTON, OH 43517
3'0" X 6'8"
"FIBER CLASSIC"
FIBERGLASS SINGLE DOOR
INSWING / OUTSWING
-impACT"
I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
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 areas requiring wind bome debris protection this product complies with Section
1609.1.2 of the F8C and does not require an impact resistant covering. This product meets missile
level'IY' and excludes Wind Zone 4 as defined in ASTM El 996 and Section 1609.1.2.2 of the FBC.
4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x
buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further engineering analysis
by a licensed engineer or registered architect.
TABLE OF CONIEWS
SHEET#
DESCRIPTION
1
Typical eleyations, design pressures 8 general notes
2
Doorponeldetails
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonryconsiruction
6
Frame anchoring -1X buck masonry construction
7
But of Materials & Components
37.59' MAX. O.A.
FRAME WIDTH
36.00" MAX.
PANEL WIDTH
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Lyndon F. Schmidt i Axow ;:'
P.E. No. 43409 ' ��/�������
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P.O. Box 230, VDlrlco, FY. 33593
Phone No.: 813.659.9197
FBPE C.A. No. 9813
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CROSS SECTIONS
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REVISIONS
C 2DOB R.W. BUILDING
CONSULTANTS INC.
�TYP.MASONRY AD & MASONRY
OPENING JAMBS OPENING
FRAME K
® TYP. HEAD &
a ' JAMBS
-=o• EnzZ
2X BUCK — o - - 2X BUCKS
M1 •
i
I
BUCK ANCHORING STRIKE JAMB
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar jolnts, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR.::.
ANCHOR
MIN,C[EA.RA#CE :MIN
CLEARANCE
TYPE
SIZE.::._
,. •MIN
'EMBEDMENT.:70MASONRY
TOADJACENT:.
ANCNO.RS......
Im
TAPCON
/
ELCO
ULTRACON
1/4•
1.1/4"
V.
4"
rrVVl✓JVn..•IIVJIALV111VIV IV VICJ:
I. Maintain a minimum 5/8" edge distance, I" end distance, & I"o.c. spacing
of wood screws to prevent the splitting of wood.
d'.
FRAME ANCHORING
Masonry 2X buck construction
HINGE DETAIL
HINGE JAMB
LATCH & DEADSOLT DETAIL
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MASONRY
OPENING
FRAM
IX BLIC
STRIKE JAMB FRAME ANCHORING
Masonry 1 X buck construction
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the corners may be adjusted to maintain the min,
edge distance to mortarjoints.
F 2. Concrete anchor locations noted as MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
ANCHOR
ANCWOR
MIN:
h11N CLEARANCE
MIN. CLEARANCE
TYPE
SIIE_
EMBEDMENT
TO AkASCINRY
LO AOJAt6d '
:::......;
.
..., ..
...
.... EDCsE. ;"
ITW
TAPCON
1/4-
ITw
TAPCON®
3/16"
1.1/4"
3"
1.1/2"
WOOD SCREW
INSTALLATION
NOTES:
1. Maintain a minimum 5/8" edge distance, I"end distance, & 1"o.c. spacing
of wood screws to prevent the splitting of wood.
HINGE JAMB
0
LATCH B DEADBOLTDETAIL
HINGE DETAIL
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SHEEr 6 OF 7
BILL Of MATERIALS
ITEM
DESCRIPTION
MATERIAL
A
IX BUCK SG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
MAX. 1/4" SHIM SPACE
WOOD
D
1 /4" X 2-3/4!' PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
G
3/1S'X3-1/4"PFHITW CONCRETE SCREW
STEEL
H
1/4"x3-1/4"PFH ITW CONCRETE SCREW
STEEL
J _
1/4" X 3-3/4" PFH ITW CONCRETE SCREW
STEEL
K
#8 X 2-1/2' PFH WOOD SCREW
STEEL
L
# 10 X 2' PFH WOOD SCREW
STEEL
7
SHORT REACH COMPRESSION WEATHERSTRIP
FOAM
8
LONG REACH COMPRESSION WEATHERSTRIP
FOAM
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
ACUM7WOOD-
-19-
-HEADER JAMB PINE, S,G>= 0.42
WOOD
20
SIDE JAMB PINE, S.G.>= 0.42
WOOD
21
1 KWIKSET SIGNATURE SERIES 780 DEADBOLT
STEEL
27
1 LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
32
DOOR BOTTOM SWEEP
PVC
33
SELF ADJUSTING INSWING SADDLE THRESHOLD
ALUM.COMP.
50
FIBERGLASS DOOR PANEL - FIBER CLASSIC
51
FC DOOR SKIN .070" MIN. THK. FIBERGLASS BY
THERMA-TRU WITH YIELD STRENGTH Fy (MIN.) = 6,000 PSI
SMC
52
TOP RAIL
COMPOSITE
53
LATCH STILE
LVL WOOD
HINGE STILE
WOOD
L5657
BOTTOM RAIL
COMPOSITE
POLYURETHANE FOAM CORE- 1.9 LBS. DENSITY
FOAM
LOCK BLOCK REINFORCEMENT
WOOD
NOTE: WOOD/LVL COMPONENTS (PINE, SG >= 0.42)
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