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FL# FL20468-RO r a P
. . a
Application Type New .r
Code Version 2014 NOV 272017
Application Status Approved
PERMITMNG
Comments St. Lucie County, FL
Archived
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 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 Lyndon F.Schmidt, P.E.
the 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 3. King,P.E.
,,' Validation Checklist-Hardcopy Received
Certificate of Independence FL20468 RO COI CERTIFICATE OF INDEPENDENCE xx.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W D M A/CSA 101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2009
ASTM E1996 2006
ASTM E1996 2002
ASTM E1996 2005
ASTM E330 2002
TAS 202 1994
Equivalence of Product Standards
Certified By
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Florida Building Code Online Page 2 of 4
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 05/13/2016
Date Validated 10/20/2016
Date Pending FBC Approval 10/21/2016
Date Approved 12/14/2016
Date Revised 07/12/2017
Summary of Products
FL# Model,Number or Name Description
20468.1 a.Therma-Tru Fiber-Classic and Nominal 68"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20468 RO II INST 20468.1.1)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 20468.1 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.1.0
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
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.)
20468.2 b.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door with Sidelite(s)(Inswing/Outswing; XO,OX or
OXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20468 RO II INST 20468.2.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 20468.2 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.2.0f
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
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.)
20468.3 c.Therma-Tru Fiber-Classic and Nominal 6'8"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Double Door with or without Sidelites(Inswing/Outswing; XX
or OXXO configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL20468 RO II INST 20468.3.0f
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 20468.3 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.3.odf
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
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.)
20468.4 d.Therma-Tru Fiber-Classic and Nominal 8'0"Impact"Opaque Composite Edge Fiberglass
Smooth-Star Single Door(Inswing/Outswing; X configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL20468 RO II INST 20468.4.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 20468.4 for Design Pressure Ratings,any FL20468 RO AE EVAL 20468.4.1)df
additional use limitations,installation instructions and Created by Independent Third Party: Yes
product particulars. (For Fiber-Classic and Smooth-Star
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.)
20468.5
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsJ9a49YAgXJvPD... 11/27/2017
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THERMANTRU JA.
DOORS `� =61
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Fiber-Classic:. & Smooth-Star.
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5"
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1. u$ 9 .
COMPOSITE EDGE ; 4� ��
OPAQUE FIBERGLASS SINGLE DOOR $Z
INSWING/OUTSWING
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GENERAL NOTES O Z ? ati J w
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This product has been evaluated and is in compliance with the 5th Edition(2014)Florida
E Building Code(FBC)structural requirements excluding the'High Velocity Hurricane Zone"
(HVHZ). LO
Product anchors be as listed anspaceas soa
litd d d shown on detils.Anchor embedment o o a
d < X
2. roucancors shall
to base material shall be beyond wall dressing or stucco.
a a
3. When used in areas requiring wind bome debris protection,this product complies with
$ Section 1609.1.2 of the FOC and does not require an impact resistant covering.This
E product meets missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and
Section 1609.1.2.2 of the FBC.
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K 4. For 2x stud framing construction,anchoring of these units shad be the some as that shown
for 2x buck masonry construction.
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Z
5. Site conditions that deviate from the detach of this drawing require further engineering g
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analysis by a licensed engineer or registered architect.
ar
6. Fiber-Classic&Smooth-Star Door and Sidelite pants requke the use of"P part numbers.
These door and sidelRe panels must be stained or painted within sic months of installation.
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TABLE OF CONTENTS =
SHEET# DESCRIRION W =
1 Typical Elevations,Design Pressures d General Notes
DESIGN PRESSURE(PSF) DESIGN PRESSURE(PS1) < 4n
2 Door Panel Details LOCK INSWING OUTSWING m
CONFIGURATION
g 3 Elevations URAiION HARDWARE
Y 4 Horizontal&Vertical Cross Sections Buck
z POSITIVE NEGATIVE POSITIVE NEGATIVE z �
5 Horizontal&Vertical Cross Sections 1I Buck wTE:08102116 i
Z 6 Horaontal&Vertical Cross Sectio r.(Direct to Masonry X Latch&Deadbolt -67.0 -67.0 -67.0 -67.0 scut: N.T.S.
7 Vertical Cross Sections(Thresholds)
B Buck&Frame AnchoringX Multipoint +50,0 .50,0 +50,0 _50.0 M.BY: X m
9 Hardware Details CHK.er: LFS ;
10 Components See Sheet 3 for Hardware Specifications MOM NO.: �
11 I B@ of Materiahm
FL-20468.4 0
y SHEET__L Or 11 r�
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EXTERIOR EXTERIOR �
n
0.5 3.6" 0.106" 3.6" V' < * 2�y n
O.T' 0.5" 0.T 0.106" :�'. g Q'�0~ m
//// 111111 11 Z o
COMPOSITE COMPOSITE 0� •:�
COMPOSITE HINGE STILE CAP CAP E m i ■o
(ENGINEERED WOOD) LOCK STILE COMPOSITE HINGE STILE LOCK STILE P S L g 9 c w
CAP INTERIOR (ENGINEERED WOOD) CAP (ENGINEERED WOOD) (ENGINEERED WOOD) 0 0 "� °c o
INTERIOR 4
co
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTIONcaj
2 2 JO. v
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TOP RAIL o
(COMPOSITE/ENGINEERED Ln W
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36.("MAX. 35.813"MAX. 35.813"MAX. WOOD) W O W
DOOR DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH L) o
3 3 4
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V � P
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FOAM CORE
E (POLYURETHANE-
1.9 PCF MIN.)
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1 2 2 N.T.S.
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DOOR PANEL � a
4t DOOR PANEL 42 DOOR IANEL '0
FL—20468.4
BOOK Hy)xiQ Dpp U 1 Door a
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HARDWARE TABLE
MANUFACTURER MODEL
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SCHLAGE KNOB: FSI sg
3 3 Q DEADBOLT: B60
KNOB: SIGNATURE SERIES
® 4 $ 6 6 KWIKSET DEADBOLT: SIGNATURE SERIES(980) �w w
HOPPE MULTIPOINT:MPDGART z
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SEE HARDWARE2. m
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SCM N.T.S.
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Fiber-Classk/Smooth-Star Door Panel Options
L Panel options shown are for illustration and are representative only DRAHo.:
FL 4
(similar opaque panel configurations are allowed FL-20468. a
SHEET
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No.43409
F
A 4 PRODUCT: tloaam.nta Pr.par.d By. i 8SU7E Of .,•
0 r THERMA—TRU Lyndon F. Schmidt �� ••••••.ROM8p/;:••
A N ZZ FIBERGLASS DOOR P.E. No. 43409 /, ' `��`
ONAL
PART OR ASSEMBLY: CD BUILDING CONSULTANTS, �I�L3.I Tlt
I.. 00 7C N P.O. Box 230. Valriao. FL 33595
:N rn NO DATE BY HORIZONTAL & VERTICAL Phones No, 813.659.9197
REVISIONS CROSS SECTIONS (2X BUCK) FBPE C.A. No. 9813
L)2016 R.W.BUIL— .....—T.Ira..
Illlnuurrq
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1 X Buck to be secured to C o°n"0 z°
masonry by others o N
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mesal°
40 41 42 a i
6 1 cW
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EXTERIOR INTERIOR x
Go
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VERTICAL CROSS SECTION 8
Shown w/1 X sub-buck r `1'o
Outswing shown(Inswing similar(
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40 41 42 40 41 42 27 A
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29 1 �_� MIN. i
EMB.(TYP.) EMB.EMB.(TYP.( —08102116
sCKE. N.T.S.
3
2 HORIZONTAL CROSS SECTION owc eT. JK_ Ho
E 5 Shown w/1 X sub-buck 5how5 HORIZONTAL W/IX sub-buck
bbROkS SECTION ern N�.LFS a
Outswing shown(Inswing similar)
Outswing shown(Inswing similar) FL-20468.4 �
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` SHEET 5 or 11
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MAX. MAX. :W
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S EXTERIOR INTERIOR
CROSS SECTIONVERTICAL CROSS SECTION
6 Shown Direct to MasorRy6 Shown Direct to Mosor y
Outswing only w/4-9/16 jamb Outswing only w/6-9/16'jamb
DIRECT TO MASONRY MAX.DESIGN PRESSURE:
w/STANDARD STRIKE_ ±47 PSF m Q r
eo �_
w/SECURITY STRIKE_ ±55 PSF
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C 1 1 C Tn C 1 1 C ti m
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INTERIOR f
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9 40 41 42 N
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INTERIOR N
N 40 41 42 N In
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M M N M
1-1/4 MIN.
EMB.(TYP.)
g � i
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E ° EXTERIOR ° E ° a o
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IT
LL 1-1/4"MIN. -1/,('MIN. EXTERIOR °
EMB.(TYP.) EMB,(TYP.) lye 1-1/4"MIN.
Z EMB.(TYP.) o
< sc�: N.T.S.
HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION
6 Shown Direct to Mason 6 Shown Direct to Masonry 6
Shown Direct to Masonry CHK.ar. LFS 3
r( 6 Shown Direct to Masonry Outswing only w/b 9/16'jamb Outswing only w/6 9116'jambW,, o,, e
E Outswing only w/4-9/16'jamb Outswing ony w/4-9/16'jamb
FL-20468.4 0
N
E sNen 6 of 11 O
Y
D
Notes: `��
1.SIM Item#'s 17,18,32,34,35,36,37,38&39 are attached to jambs w/(3)#8X 2-1/2"pfh screws at each end.
SIM ttem#'s 16 3 33 are attached to jambs w/(2)#8 X 2-1/7'pfh screws at each end. ; , n
SIM Item#15 is attached to iambs utilizing # X 1-1/7' J=
(4) 10 pph screws at each end.
INTERIOREXTERIOR INTERIOR EXTERIOR
z m 6
8 ..z
40 41 42 40 41 42
9 Em z Sz0
8 \ tag 9 62.M
V a maa�
38 39 32 33 34 35 36 37 _
SEE NOTE 1
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SEE NOTE 1 E E j''a:
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a ° W N KZ
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8 1 VER17CAL CROSS SECTION �1 VERTICAL CROSS SECTION &
7 Inswing Sill 7 Inswing Sill a a
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EXTERIOR INTERIOR
aEXTERIOR INTERIOR
m Lna Z
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40 41 42 7 16 17 18 40 41 42
10
SEE NOTE 1
E 15
atv E
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SCALE: N.T.S. °
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DRAW BY: LFS
_VERTICAL CROSS SECTION �4�
� 7 J Outswing Sill VERTICAL CROSS SECTION °P"N1/0"o' m
n �7J Public Access SMI FL-20468.4
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``0tIIIlIIII2
No.a3409
PRODUCT: Dom—rit.Prapund By: QTREOF ,
THERMA–TRU Lyndon F. Schmidt
Co rl)1 9 m FIBERGLASS DOOR P.E. No. 43409 %i, ••••R�A�i���`
PART OR ASSEMBLY: LD�/L/�BUILDING CONSULTANTS' ALt
I-' m ;RBUCK AND FRAME ANCHORING '�LYY P.O. Box 230, Valrico, FL 33595
-N rn NO DATE BY Phona No, 813.859.9197
REVISIONS FBPE CA No. 9813
472016 R.W.BUILDING CQNSULT11Te INC.
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SEE HINGE
DETAIL(TYP.) O �•. �: d a
2X BUCK L 28
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IX BUCK S N i " �
DIRECT TO a a L a Ci
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MASONRY M 26 �p ° p SEE70NGUE \ v4 d z
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y b STRIKE DETAIL o 0.
2X BUCK2$ ?I w
1XBUCK G b 3d
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LL DIRECT TO M g
MASONRY O O °°�w
LATCH i DEAD BOLT DETAIL 0 m
Kwikset 2X BUCK Ln
a 6DE D LATCH
I X BUCK Gz m 3
DETAIL w�D w
a d p DIRECT TO
M �m
E=O O SEE LATCH MASONRY
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d 2X BUCK In m Oo b 6 DEADBOLT 31 0 0
DETAIL o
1 X BUCK G
u a a
DIRECT TO M ' TONGUE STRIKE DETAIL
g MASONRY SUB STRIKE Multipoint c� m
E PLATE
G Lu
28
STRIKE JAMB
HINGE JAMB SMKE JAMB
8 O Latch and Deadbott M-dhpant Lock 2X BUCK o
22 1X BUCK G Kn
2X BUCK ai
DIRECT TO M
1 X BUCK L 2X BUCK MASONRY
30
$ DIRECT TO 27 B 29 G X BUCK
MASONRY; I z
8 M DIRECT TO
LATCH i DEADBOLT DETAIL M DIRECT TO MASONRY LATCH i DEADBOLT DETAIL 1 i
Q
MASONRY
Schloge
24 23 0
z DATE:08102116 i
LATCH&DEADBOLT STRIKE DETAILS DEADBOLT STRIKE DETAILS MULTIPOINT LOCK STRIKE DETAILS SME: N.T.S. 9
(Security Deadbolt Strike Plate) Dwa.BY: JK m
2 HINGE DETAIL
CHK.BY: LFS 3
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DR/iwY Pro.: �
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INSWING THRESHOLD 37 INSWING THRESHOLD WOOD JAMB \ v u X o 4
Inswing Basic Composite Adjustable 5117-1/2' BalaC Foced 7•I/T ( 7 }— 1 � E m, z m°z�
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'�g�SWING THRESHOLD ��INSWING THRESHOLD OUISWING THRESHOLD �$
'N Inswing Basic Fixed SBI '� Inswing Composite Adjustable Sill �� Carll>oate 511 H w
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5.75' T,.s j w
5.77' 0 4.56" m �
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INSWING THRESHOLD
Moderate Climate Sill 1-3/9' en 1NSWING THRESHOLD
�J InswtV Basic Composite Adjustable SR 1 OURWING TNRESHOLD
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Camposite/Aluminum 511
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'N Ins wing J•Aoderate Climate Sill i
OU13WING THRESHOLD m
PUBLIC ACCESS THRESHOLD Vo Composite/Aluminum Sill
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E 36 Inswing Basic Feed S3/4"Sill o• cNlc.Br: LFS
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DRAWWWS NO.:
8 SWUP9 swEEr 10 SWC► FL-20468.4 a
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BILL OF MATERIALS BILL OF MATERIALS '
7.
REM i DESCRIPTION MATERIAL ITEM i DESCRIPTION MATERIAL
R.
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1/2"PFH WOOD SCREW STEEL Z
ZK
B 2X BUCK SG>=0.42) WOOD 26 #8 x 5/8"PFH WOOD SCREW STEEL 'N Z ellO
C 1/4"MAX.SHIM SPACE - 27 LATCH STRIKE PLATE STEEL '�,� ' .•, .` =O
D 1/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) STEEL '�� ��`�� J>°a
E MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL rrrll I11 v ` o.ai m z6
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE(SECURITY) STEEL g 0 x z`
G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 29 4'X 4"HINGE STEEL \ a e z$
J 1/4!'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH&DEADBOLT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP \V` 91 m°a a a.
L #10 X 2-1/7'PFH WOOD SCREW(1.15 MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP $z
N 3116'X 2-3/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP C a
$ 1 JAMB(FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP(MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
R 7 WEATHERSTRIP(LONG REACH) FOAM 36 INSWING THRESHOLD ALUM/COMP
8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP �o
9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 38 INSWING THRESHOLD ALUM/COMP
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP m
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) w o
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) °D
17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL(U1) DI m
18 OUTSWING THRESHOLD ALUM/COMP a a
V 22 #8 x 3/4"PFH WOOD SCREW STEEL
23 #10 x 3/4"PFH WOOD SCREW STEEL m
E 24 #10 x 1"PFH WOOD SCREW STEEL
V
N
5 Z
O
CONCRETE ANCHOR NOTES: (A_
1. Concrete anchor locations at the comers may be adjusted to maintain the min. Elu
r edge distance to mortorJoints.
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. i
3. Concrete anchor table: m
MIN.CLEARANCE MIN.CLEARANCE w z
ANCHOR ANCHOR MIN. TO MASONRY i0 ADJACENT a a
TYPE SIZE EMBEDMENT
EDGE ANCHOR m
gITW z
�Z TAPCON® 1/4" 1-1/4" 7' 4" z 0
a ELCO DAm08 02 16 i
ULTRACON® 1/4" 1-1/4" 1" 4- SCALE: N.T.S.
ITW5
BY: JK CD
2 TAPCON° 3/16" 1-1/4" AS SHOWN 1.1/7' ffSHEEr
LFS ;
WOOD SCREW INSTALLATION NOTES: NO
1.Maintain a minimum 5/8"ed a distance,I"end distance,8 1"o.c.spacing of m
t 9 sP 9 20468.4 0
n wood screws to prevent the Minting of wood. n
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