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Product Approval Menu>Product or Application Search>Apylication List>Application Detail
9 2019
• • FL# FL8871-R8
Application Type Revision ST Lucie county, Permitting
Code Version 2017
Application Status Approved
Comments
Archived O
FILE
Product Manufacturer Therma Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,OH 43517
(419)298-1740
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.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
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan J. King, P.E.
OO Validation Checklist-Hardcopy Received
Certificate of Independence FL8871 R8 COI (b)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 1998
ASTM E84 2000
ASTM G26 1995
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL8871 R8 Equiv (b) Equivalency of Standards.pdf
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2/1/2019 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/17/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/19/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
8871.1 a. "ClassicCraft Rustic"Series 3'6 x 8'0 "Impact"Opaque Fiberglass Radius Top Single Door
(X)-Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.1.pdf
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 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b)Eval 8871.1.p Lf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
8871.2 b. "ClassicCraft"or"ClassicCraft 3'6 x 8'0"Impact"Opaque Fiberglass Single Door(X)-Inswing
Rustic"Series or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.2.pdf
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 8871.2 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.2.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
8871.3 c. "ClassicCraft"or"ClassicCraft 3'6 x 8'0"Impact"Opaque Fiberglass Single Door with Sidelite
Rustic"Series (OX or XO) -Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8•II (b)Inst 8871.3.pdf
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 8871.3 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.3.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For FiberClassic and SmoothStar
sidelites,this product approval requires the use of"J"part
numbers for these sidelites,which have been stained or painted
within six months of installation.)
8871.4 d. "ClassicCraft"or"ClassicCraft 3'6 x 8'0"Impact"Opaque Fiberglass Single Door with Sidelites
Rustic"Series (OXO)-Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.4.pdf
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 8871.4 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.4.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions. (For FiberClassic and SmoothStar
sidelites,this product approval requires the use of"J"part
numbers for these sidelites,which have been stained or painted_
with' ion.
8871.5 e. "FiberClassic"or"SmoothStar" 3'0 x 8'0"Impact"Opaque Fiberglass.Single Door(X)-Insw
Series_ or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.5.pdf
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
C1 Other:See INST 8871.5 for Design Pressure Ratings by
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3ljWak2nHrpk8ig5ONhd9paEldhWOEM%3d 2/
2/1/2019 Florida Building Code Online
specific Model and for any other additional use limitations and FL8871 R8 AE (b) Eval 8871.5.pdf
installation instructions. Created by Independent Third Party: Yes
8871.6 f. "FiberClassic"or"SmoothStar" 3'0 x 8'0 "Impact"Opaque Fiberglass Single Door with Sidelite
Series (OX or XO)-Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.6.Ddf
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 8871.6 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.6.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For FiberClassic and SmoothStar
sidelites,this product approval requires the use of"J"part
numbers for these sidelites,which have been stained or painted
within six months of installation.)
8871.7 g. "FiberClassic"or"SmoothStar" 3'0 x 8'0"Impact"Opaque Fiberglass Single Door with Sidelites
Series (OXO) -Inswing or Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.7.Ddf
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 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions. (For FiberClassic and SmoothStar
sidelites,this product approval requires the use of"J"part
numbers for these sidelites,which have been stained or painted
within six months of installation.)
8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0"Impact"Opaque Fiberglass Double Door(XX)-
"ClassicCraft"or"ClassicCraft Rustic" Inswing or Outswing
Series
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.8. df
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 8871.8 for Design Pressure Ratings by FL8871 R8 AE (b)Eval 8871.8.pdf
specific Madel and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions.
8871.9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0"Impact"Opaque Fiberglass Double Door with
"ClassicCraft"or"ClassicCraft Rustic" Sidelites(OXXO)-Inswing or Outswing
Series
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL8871 R8 II (b)Inst 8871.9.Ddf
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 8871.9 for Design Pressure Ratings by FL8871 R8 AE (b) Eva[8871.9.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (For FiberClassic and SmoothStar
sidelites,this product approval requires the use of"J"part
numbers for these sidelites,which have been stained or painted
within six months of installation.)
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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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i. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code(FBC) z
structural requirements including the"High Velocity Hurricane Zone"(HVHZ). W x
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be < a O zo z
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3. When used in the"HVHT"this product complies with Section 1626 of the Florida Building Code and does not require g N O w� .2 w
an impact resistant covering. OD
4. When used in areas outside of the"HVHT'requiring wind bome debris protection,this product complies with FBC MI o w
Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level'D" & a
and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.I. a
7� 7
5. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck masonry Km
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed i
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11 8. Inswing configurations and outswing configurations using sill item#5 under the door do not meet the water N �'
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OVERALL DESIGN PRESSURE(P$F) C%L
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7 Frame anchorin 1 X buck mason construction CLASSIC M.ar: LFS 3
8 Bill m Materials&Components masonry OUTSWING 37.75"x 96.50" +80,0 -$Q,0 DaanND NO.: rc
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'�. No.43409
October 17,2017
�y PRODUCT: Documante Propared 9Y:�� `
�i THERMA—TRU Lyndon F. Schmidt �i���'...........�O. .•'G\���
o 3 N 4 10 17 17 UPDATE TO 6TH ED. 2017 FBC JK FIBERGLASS DOOR P.E. No. 43409
Il' m c Z 3 10 14 16 Revise Desi n Pressure JK
$ r O -i N 2 1 30 15 UPDATE TO 5TH ED. 2014 FSC IFS PART OR ASSEMBLY: BUILDING CONSULTANTS,tI �
Im N vI C) 1 2 27 12 UPDATE TO 2010 FSC RW HORIZONTAL P.O. Box 230, VDlrleo, FL 33595
m NO DATE CROSS SECTIONS Phone No.: 813.659.9197
REVISIONS FBPE CA. No. 9813
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$ Inswing configuration 5 Inswing configuration 5 Outswing configuration oaAwwD Ho.: a
see general notes,sheet 1 see general notes,sheet 1 see general notes,sheet 1 m
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CONCRETE ANCHOR NOTES: N
I.Concrete anchor locations at the comers maybe adjusted to maintain the min. o
edge distance to mortar joints. MR
e2.Concrete anchor locations noted as`MAX.ON CENTER"must be adjusted to
n maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 12
3 Concrete anchor table 16 ^ #--!TOMSOYSIZE L1EN! EDGE::: ANCHOR; Lr no
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WOOD SCREW INSTALLATION NOTES: rc
1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing ofd. FL-8muwv�c Na.:.; 0
wood screws to prevent the splitting of woo
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CONCRETE ANCHOR NOTES: FRAME ANCHORING 11 Ca o 0 0
'e 1.Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry 1X buck construction 12 ¢ m
edge distance to mortar joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to `
ti maintain the min.edge distance to mortar joints,additional concrete anchors ^D^N
d may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. ` n a w z
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w ANCHOR ANCHOR MlN. M1N CLEARANCE MIN CLEARANCE N
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€ WOOD SCREW INSTALLATION NOTES: DruwND No.:
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sHEEr 7 OF 8
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BILL OF MATERIALS __•4 &:a n
ITEM DESCRIPTION MATERIAL V; * 0.Z-__
A 1X BUCK SG>=0.55 WOOD .Ns z F O, our
B 2X BUCK SG>=0.55 WOOD I— 4.56"��{ �� 'y��: N
C MAX.1/4'SHIM SPACE WOOD I I �'�� '•' ••••• \`� N v'
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ////IL I t L� ���� o M m z°
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI M o N
CONCRETE , a u ■z�
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 D °
G 3/16"X 3-1/4"PFH ITW CONCRETE SCREW STEEL -T r, E N a 5 a L OL
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J 1/4"X 3-3/4"PFH ITW CONCRETE SCREW STEEL (:,D(,
8 HEAD d SIDE `m aL"� m d a
L #10 X 2-1/2"PFH WOOD SCREW 1.15'MIN.EMBEDMENT STEEL Jamb
1 INSWING ADJUSTABLE THRESHOLD(IS300AJ) ALUM./WOOD o �°W
2 INSWING THRESHOLD(IS300HP5) ALUM./COMP. �a
3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP.
4 OUTSWING COASTAL THRESHOLD ALUM./WOOD
5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 5.72" 5.85' V)
6 INSWING THRESHOLD ALUM./COMP.
7 DOOR BOTTOM SWEEP VINYL o �W
8 JAMB PINE SG>=0.42 WOOD o°Qi ori, « ao
9 JAMB(OAK)SG>=0.42 WOOD n w o
10 WEATHERSTRIP FOAM r 'm
11 HINGE STEEL 1 �'
12 #10 X 3/4"PFH SCREW STEEL THRESHOLD THRESHOLD = m
13 #9 X 3"PFH WOOD SCREW STEEL 1 Inswing adjustable 2 Inswing adjustable rcl
14 LATCH STRIKE PLATE STEEL a a
i 15 SECURITY STRIKE PLATE STEEL >> a m
s 16 #8 X 2-1/2"PFH SCREW STEEL
4.57'
17 #8 X 3/4"PFH SCREW STEEL 5.87'
18 KWIKSETSERIES PASSAGE LOCK STEEL
19 KWIKSEf SERIES DEADBOLT 660 STEEL
N `N
40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS H N
a 41 DOOR SKIN 0.072"THK. SMOOTH STAR)F =6,000 PSI MIN. FIBERGLASS o
COMP. x..+ L6a�'o rn
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42 TOP RAIL SMOOTH STAR _,a N
43 LOCK STILE SMOOTH STAR) WOOD/LVL THRESHO[D THRESHOLD
LL 44 HINGE STILE SMOOTH STAR) WOOD 9 Inswing self-adjust 4 Outswing coastal o
45 BOTTOM RAIL SMOOTH STAR COMP. a H a a
46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL
ICE»
47 FOAM CORE POLYURETHANE
60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEET FOR DETAILS I 5.83' ^ o r. a
61 DOOR SKIN 0.137'THK. FIBER CLASSIC F =6,000 PSI MIN. FIBERGLASS 5.75'
LL 62 TOP RAIL FIBER CLASSIC COMP.
63 LOCK STILE FIBER CLASSIC) WOOD/LVL t M N Z
64 HINGE STILE FIBER CLASSIC) WOOD * X05/22/08
` 65 BOTTOM RAIL FIBER CLASSIC COMP. L' " , sauF N.T.S. °
66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEELTHRESHOLD THRESHOLD DWG.rn: DWS m'
67 FOAM CORE POLYURETHANE Outswing Outswing standard 6 Inswing CNK.at: LFS
DRAWING NO.:
€ MAX.DESIGN PRESSURE_+/-50 PSF m
FL-8871.5 0
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Business & Ali
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Florida
""" Product Approval _
,> USER:Public User
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Product Approval Menu>Product or Application Search>Appllcatlon List>Application Detail
• • FL# FL10537-R3 FEB 19 2019
Application Type Revision ST. Lucie COUnt
Code Version 2017 y, Permitting
Application Status Approved
Comments
AW IR
Archived O FILE UUPY
Product Manufacturer Therma-Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton,01-143517
(419)298-1740
rickw@rwbldgconsultants.com
Authorized Signature Rick Wright
rickw@rwbldgconsultants.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
O Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Lyndon F.Schmidt, P.E.
Evaluation Report
Florida License PE-43409
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2021
Validated By Ryan 1. King, P.E.
0 Validation Checklist-Hardcopy Received
Certificate of Independence FL10537 R3 COI (a)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
TAS 201,202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL10537 R3 Equiv (a) Equivalency of Standards.pdf
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM716BHP2SloK1DM%2fpvwJ6%2f5RRKnXvrkFfMtKA%3d%3d 1/3
2/1/2019 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/17/2017
Date Validated 10/17/2017
Date Pending FBC Approval 10/22/2017
Date Approved 12/12/2017
Summary of Products
FL# Model,Number or Name Description
10537.1 a. "FiberClassic", "SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door-(X)Inswing or
"ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R3 II (a)Inst 10537.1.pdf
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 10537.1 for Design Pressure Ratings by FL10537 R3 AE (a) Eval 10537.1.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
10537.2 b. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelite-(OX
"ClassicCraft"or"ClassicCraft Rustic" or XO)Inswing or Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R3 II (a)Inst 10537.2.pdf
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 10537.2 for Design Pressure Ratings by FL10537 R3 AE (a)Eval 10537.2.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions. (Note-ASTM E1300-98 utilized for
as inside t e
10537.3 c. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Single Door with Sidelites-
"ClassicCraft"or"ClassicCraft Rustic" (OXO)Inswing or Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R3 II (a)Inst 10537.3.pdf
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 10537.3 for Design Pressure Ratings by FL10537 R3 AE (a) Eval 10537.3.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions. (Note-ASTM E1300-98 utilized for
areas inside the HVHZ)
10537.4 d. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door-(XX)Inswing or
"ClassicCraft"or"ClassicCraft Rustic" Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R3 II (a)Inst 10537.4.pdf
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 10537.4 for Design Pressure Ratings by FL10537 R3 AE (a) Eval 10537.4.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party: Yes
installation instructions.
10537.5 e. "FiberClassic","SmoothStar", 6'8"Impact"Opaque Fiberglass Double Door with Sidelites-
"ClassicCraft"or"ClassicCraft Rustic" (OXXO)Inswing or Outswing Configuration
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL10537 R3 II (a)Inst 10537.S.pdf
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 10537.5 for Design Pressure Ratings by FL10537 R3 AE (a) Eval 10537.5.pdf
specific Model and for any other additional use limitations and Created by Independent Third Party:Yes
installation instructions. (Note-ASTM E1300-98 utilized for
areas inside the HVHZ)
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtfYBJ2%2fM716BHP2SIoKlDM%2fpvwJ6%2f5RRKnXvrkFfMtKA%3d%3d 2/3
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THERMAITRU"
THERMA TRU DOORS z o-;-- oWZ
1 1B INDUSTRIAL DR., EDGERTON, ❑H 43517 ��••• •'GJ��0111
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115.7S'MAX.OVERALL FRAME W/2X MULL.REINF. N 'm a a[E
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INSWING/OUTSWINGa
A� 37.50"MAX. 37.75'MAX.
,,imPAc r FRAME WIDTH FRAME WIDTH E E`o=
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GENERAL NOTES E a
h_ MAX. MAX.
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1. This product has been evaluated and is in compliance with the 6th Edition(2017)Florida Building Code iz
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). o o
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2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base materials } Q 1
shall be beyond wall dressing or stucco. z
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3. When used in the"HVHZ"this product complies with Section 1626 of the Florida Building Code and does not
require an impact resistant covering. w o w
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4. When used in areas requiring wind bome debris protection this product complies with FBC Sections 1609.1.2 J < O Q a a o
&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level"D"and � ; p
Includes Wind Zone 4 as defined in ASTM E1996 and FBC Sections 1609.1.22&R301,2.1.2.1. W'o x >> m
c
5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck
masonry construction. o
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6. Site conditions that deviate from the details of this drawing require further engineering analysis by a
licensed engineer or registered architect. w w o_
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7. Outswing configurations using coastal sill item#31 under active doors,and all sills under inactive sidelites, e Ln w
meet water infiltration requirements for"HVHZ". I o 0 0
eI l.S'REINFORCEMENT
8. Inswing configurations and outswing configurations using items#18,#14,#15,#16,#34% under the o 0 0
door do not meet the water infiltration requirements for the"HVHZ"and shall be installed 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. M�t�09 TABLE OF COMTENTSSNEET# DESCRIPnON SHEET# DESCRIPTION I Typical elevations,design pressures&general notes 8 Vertical cross sections OVERALL .. DESIGNPRESSURE(PSF)_2 Door panel details(Smooth Star) 9' Vertical cross sections FRAM3 Door panel details(Fiber Classic) 10 Buck anchoring
NEGAVVE" sauFN.T.S. _
2 4 Door panel details(Classic Craft) 11 Frame anchoring 2X buck masonry construction INSWING 115.75 x 82.00•' +55.0 -55.0 DWG � AL m
5 Door panel details(Classic Craft Rustic) 12 Frame anchoring IX buck masonry construction CHK.BY. LFS 3
6 Sidelile panel details 13 Components °ravel+°
7 Horizontal cross sections 14 BVI of materials&glazing detail OUTSWING 115.75"x 80.50" +55.0 -55.0 FL-1100
537.3 0
0
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No.43409
October 17,2017
D"- PRODUCT., Documents Prepared By!,- BO\TEOF
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I �. ro FIBERGLASS DOOR P•E- No. 43408
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REVISIONS CROSS SECTIONS FBPE CA No. 9813
.659
®2009 R.W.BUILDING CONSULTANTS INC.
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CONCRETE ANCHOR NOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. >> i
= edge distance to mortarjoints. m
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to r` a
maintain the min.edge distance to mortarjoints,additional concrete anchors o^N o
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N m
3 Concrete anchor table ^ Z
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ANCHOR AfJeIOR MiN ININ GIEAkANE M1N GLE>;f24NCE ogre 4116108.......................
TO MASONRY iOADJACENi
TYPF SIZE I MBED/NEM EDGE.. ........ N.T.S. 9
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Inswing
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• CONCRETE ANCHOR NOTES: i'
1. Concrete anchor locations at the comers may be adjusted to maintain the min. L a c
edge distance to mortarjoints. °_°°
v 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 10 n
maintain the min.edge distance to mortar joints,additional concrete anchors Z
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. N N a
3. Concrete anchor table: 10 ^N
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ANCHOR.;.,ANCFIOR MIN TO IVIASONRI' -T ADJA .ENT `. orh 2124109
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TAPCON® 1/4" 1.1/4" 2" 4" cNN r: LFS 3
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a7 WOOD SCREW INSTALLATION NOTES: ER-AWING No.: m
1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of FL-10537.3 °o
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wood screws to prevent the splitting of wood. sNa¢r 11 or 14
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CONCRETE ANCHOR NOTES: 7 0 R o
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
e edge distance to mortorjoints. L o 0 0
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 10
maintain the min.edge distance to mortar joints,additional concrete anchors 1'-
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. L
€" 3. Concrete anchor table: L o N m
MIN CLEARANCE NK1N CLEARANCE.; 10 10 M N z To
:ANCHOR ANCHOR MIN
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WOOD SCREW INSTALLATION NOTES: DWING No.:
1.Maintain a minimum 5/8"edge distance,I"end distance,&1"o.c.spacing ofFL-10537.3 o
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y wood screws to prevent the splitting of wood. N
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OUISWING THRESHOLD I6 QUISWiNG THRESHOLD 96 INSWING THRESHOLD. of
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BILL OF MATERIALS .`�.�� * ii���i'4
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL
A 1 X BUCK SG>=0.55 WOOD 52 TOP RAIL CLASSIC CRAFT COMP. �' •'-o- N
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B 2X BUCK SG>=0.55 WOOD 53 LOCK STILE CLASSIC CRAFT WOOD/LVL =r; J z
C MAX.l/4"SHIM SPACE 54 HINGE STILE CLASSIC CRAFT WOOD/LVL =V' < -z- m
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D 1/4"X 2-3/4"ELCO OR ITW CONCRETE SCREW STEEL 55 BOTTOM RAIL(CLASSIC CRAFT) COMP.
E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 56 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT STEEL '.��'.., .2% h o
CONCRETE i �i. > m
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 57 FOAM CORE POLYURETHANE �i� O ��� ra "'
F 114'X 1-3/4"IIW CONCRETE SCREW STEEL 60 FIBER CLASSIC DOOR-SEE DOOR PANEL DETAIL SHEEP �/lel*Its 1)�� o n °Z
I 114'X 2-1/4"ITW CONCRETE SCREW STEEL 61 DOOR SKIN 0.065'THK.(FIBER CLASSIC F =6,000 PSI MIN. FIBERGLASS ^ a
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J 1/4"X 3-3/4"ITW CONCRETE SCREW STEEL 62 TOP RAIL FIBER CLASSIC COMP. o E 9 m° .0
K #8 X 2-1/2"PFH WOOD SCREW STEEL .63 LOCK STILE(FIBER CLASSIC) WOOD/LVL a '� -3 a a
L #10 X 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL 64 HINGE STILE FIBER CLASSIC WOOD m y
1 EXTERIOR LITE FRAME ALUM. 65 BOTTOM RAIL FIBER CLASSIC COMP. E o i
2 INTERIOR LITE FRAME ALUM. 66 PANEL REINFORCEMENT 0.023"THK. FIBER CLASSIC STEEL al
mo
3 LITE FRAME TRIM PVC 67 FOAM CORE POLYURETHANE mrd
4 #10 X 1-1/2"PFH SM SCREW STEEL 70 CLASSIC CRAFT RUSTIC DOOR-SEE DOOR PANEL DETAIL SHEET
7 MEDIUM REACH COMPRESSION WEATHER-STRIP FOAM 71 DOOR SKIN 0.095"THK. CC RUSTIC)Fy=6,000 PSI MIN. FIBERGLASS
8 LONG REACH COMPRESSION WEATHER-STRIP FOAM 72 TOP RAIL(CLASSIC CRAFT RUSTIC) WOOD
9 4"X 4"HINGE.097'THK. STEEL 73 LOCK&HINGE STILE(CLASSIC CRAFT RUSTIC) WOOD/LVL o sa
fL
10 #10 X 3/4"PFH WOOD SCREW HINGE TO FRAME STEEL 74 BOTTOM RAIL CLASSIC CRAFT RUSTIC COMP. �y ��
12 #10 X 7'PFH WOOD SCREW STEEL 75 PANEL REINFORCEMENT 0.023"THK. CLASSIC CRAFT RUSTIC L STEEm �z
13 #9 X 3"PFH WOOD SCREW STEEL 76 FOAM CORE POLYURETHANEmac' w oq
14 THRESHOLD OUTSWING-SELF ADJUST ALUM./COMP. 80 SIDELITE-SEE SIDELITE PANEL DETAIL SHEET FOR DETAILS FIBERGLASS �m C3
15 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. 81 SIDELITE SKIN.070"MINIMUM THK.FIBERGLASS FIBERGLASS o
16 THRESHOLD OUTSWING-5-3/4"COMPOSITE SILL ALUM./COMP. 82 TOP RAIL COMP. o
17 KWIKSET PASSAGE LOCK-SIGNATURE SERIES STEEL 83 STILE WOOD a a
18 THRESHOLD OUTSWING 5-3/4"THERMAL BREAK SILL ALUM./WOOD 84 BOTTOM RAIL COMP. Y y 3r
19 HEADER JAMB SG>=0.42 WOOD 85 PANEL REINFORCEMENT 0.023"THK. STEEL >> m
20 SIDE JAMB SG>=0.42 WOOD 86 FOAM CORE POLYURETHANE C.3 0
21 KWIKSET DEADBOLT-SIGNATURE SERIES 980 STEEL 87 7116'X 1/7'STAPLE STEEL
21
27 LATCH STRIKE PLATE STEEL 88 2X MULLION REINFORCEMENT SG>=0.42 WOOD
3 30 SECURITY STRIKE PLATE STEEL 89 #9 X 2-1/7'PFH WOOD SCREW STEEL N N
0 31 COASTAL OUTSWING THRESHOLD ALUM./WOOD 90 INSWING SIDELITE ADAPTER PVC T z
32 DOOR BOTTOM SWEEP PVC 91 OUTSWING SIDELITE SPACER PVC P e'o
33 INSWING ADJUSTABLE THRESHOLD-STANDARD SUBSTRATE ALUM./COMP. N
34 OUTSWING THRESHOLD-5-3/4"HARDWOOD SILL ALUM./WOOD 1/7'GLASS o 0 0
y 36 INSWING THRESHOLD-FIXED STANDARD SUBSTRATE ALUM./COMP. CELLULAR BITE
a 37 OUTSWING THRESHOLD ALUM./COMP. GLAZING 1"THK. 0 0 0
38 INSWING ADJUSTABLE THRESHOLD-FULL SUBSTRATE ALUM./COMP. TAPE GLASS j»
40 SMOOTH STAR DOOR-SEE DOOR PANEL DETAIL SHEET 1/8"TEMPERED "
41 DOOR SKIN 0.065"THK. SMOOTH STAR F =6,000 PSI MIN. FIBERGLASS AIR SPACE N N
42 TOP RAIL SMOOTH STAR COMP. o a
43 LOCK STILE(SMOOTH STAR WOOD/LVL 5/32"ANNEALED a z
44 HINGE STILE SMOOTH STAR WOOD 0.090"SAFLEX PVB �� 2 24 O9 =
Z 45 BOTTOM RAIL(SMOOTH STAR COMP. INTERLAYER / s
46 PANEL REINFORCEMENT 0.023"THK. SMOOTH STAR STEEL 1/8"ANNEALED N.T.S. m
e 47 FOAM CORE POLYURETHANE DOW 995 owc.ft AL
SW IGGLE GLAZING
F OR 2 SPACER CK er: LFS ;
50 CLASSIC CRAFT DOOR-SEE DOOR PANEL DETAIL SHEEP -
51 DOOR SKIN 0.095'THK. CLASSIC CRAFT F =6,000 PSI MIN. FIBERGLASS SIKH 552 DRAWING NO.:
GT GIAIING DtTAIL FL-1010 537.3 0
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