HomeMy WebLinkAboutAPPROVED NOA - Doors Therma-Tru FiberClassic FL Approval 20470.1 11/23/2020 Florida Building Code Online
Business & Professional Regulation
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Map Links Search
bpr
a
Product Approval
USER:Public User
Product Approval Menu>Product or Application Search>Application List>Application Detail
�OFFICEOFTHE FL# FL20470-R2
SECRETARY
Application Type Revision
Code Version 2017
Application Status Approved
Comments
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
J 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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL20470 R2 COI (a)Certificate of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 2003
ASTM D638 1996
ASTM E1300 2004
ASTM E84 2000
ASTM G26 1995
ASTM G7 1997
TAS 201, 202, 203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
https://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsJ9a49YAgXJuu9%2fp88zxkaERIWGJ93QBVWFffLiy4vjg%3d%3d 1/5
R W R W Building Consultants, Inc.
BConsulting and Engineering Services for the Building Industry
C P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
Product Evaluation Report ' 'I/ I l' l
/ 2017
Product Sub Category Manufacturer Product Name
Category
Swinging Therma-Tru Corporation Fiber-Classic and Smooth-Star
Exterior Exterior Door 118 Industrial Dr Composite Edge Opaque Fiberglass Single Door
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419-298-1740 "Impact"
Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc.and Lyndon F. Schmidt, P.E.(System ID#
1998)for Therma-Tru Corporation based on Rule Chapter No.61 G20-3, Method 1 D of the State of Florida Product
Approval, Department of Business&Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company
manufacturing or distributing the product or in any other entity involved in the approval process of the product named
herein.
Limitations:
1. This product evaluation drawing has been developed in compliance with the 6th Edition(2017) Florida Building Code(FBC)structural
requirements including 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 the"HVHZ"this product complies with Section 1626 of the FBC and does not require an impact resistant covering.
4. When used in areas outside of the"HVHZ"requiring wind borne debris protection,this product complies with FBC Sections 1609.1.2&
R301.2.1.2 and does not require an impact resistant covering. This products meets missile level"D"and includes Wind Zone 4 as
defined in ASTM E1996 and FBC Sections 1609.1.2.2&R301.2.1.2.1.
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-20470.1 require further engineering analysis by a licensed engineer or
registered architect.
7. This product meets the water infiltration requirements for the"HVHZ".
8. Outswing configurations using Coastal Sill (Item #19) and Composite Sill (Item #16) under active doors meet water infiltration
requirements for"HVHZ". All other configurations 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.
9. See drawing FL-20470.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01461571 TAS 201, 202&203(94) Testing Evaluation Lab.,lnc. William Shelton, P.E.
TEL 06-1031-1 TAS 201, 202&203(94) Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E.
TEL 01460144 TAS 201, 202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt, P.E.
2. Drawing No. Prepared by Signed&Sealed by
FL-20470.1 RW Building Consultants, Inc. (CA#9813) Lyndon F.Schmidt, P.E.
3. Calculations Prepared bV ,01111111l11'r't Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) �� SCHA4/, 4% Lyndon F.Schmidt, P.E.
4. Quality Assurance ,�� �; G E N r
Certificate of Participation issued by National Accreditation and .� ��.� F••'••
Management Institute,certifying that Therma-Tru Corporation is No 43409
manufacturing products within a quality assurance program that complies: k
with ISO/IEC 17020 and Guide 53.
:9 STATE OF •
w
0�• 4 O R. \�_ e'• �,! Lyndon F.Schmidt,P.E.
i�s5'�....... ����, FL PE No.43409
�ii810 N A������ 8/18/2017
Sheet 1 of 1
DOORS
�V';• � GTHERMAI'i'Ku'
j
Fiber-Classic:.? & Smooth-Star, ...� °�;`'�� > > � 00
U N Z
COMPOSITE EDGE o E� z 0
(J n t, c W
OPAQUE FIBERGLASS SINGLE DOOR _._37.75'MAX O.A. (`� a �� m o za.
FRAME WIDTH m a a a
')
INSWING/OUTSWING �W
,im PACT'
_ o �>
3 Z�
�O
o p J
O Q
N GENERAL NOTES
zZ cn ti w
I. This product evaluation drawing has been developed in compliance with the 6th Edition (2017) Florida Building 3 Q m w
Code (FBC)including the"High Velocity Hurricane Zone"(HVHZ). o z O O _ :2J
Of W w�
CD2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be ¢ _ : ~m a
beyond wall dressing or stucco. N = LOU X O o o w
3 3. When used in the"HVHT'this product complies with Section 1626 of the FBC and does not require an impact < °O Q
m
resistant covering. u-
� �
� m
N 4. When used in areas outside of the"HVHZ"requiring wind bome debris protection,this product complies with FBC
Q Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant covering.This product meets missile level m
o "Y and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2&R301.2.1.2.I I.
V
N 5. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry
N
construction.
z
_o
6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed v7
engineer or registered architect. CO >
w
o �
0 7. This product meets the water infiltration requirements for the"HVHZ". w
CL Q
Q 8. Outswing configurations using Coastal Sill(item#19) &Composite Sill (item#16) under active doors meet water d o
a infiltration requirements for"HVHT'. All other configurations do not meet the water infiltration requirements for the DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI)
LOCK INSWING OUTS WING F
2 "HVHT'and shall be installed only in non-habitable areas or at habitable locations protected by an overhang or CONFIGURATION ,�, z
HARDWARE a
0
canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. POSITIVE NEGATIVE POSITIVE NEGATIVEEn
^o
LL TABLE OF CONTENTS X Kwikset +]5,0 -]5,0 +80,0 -80,0 o 0
Q z U
z SHEET# DESCRIPTION SHEET#
z 1 Typical Elevations,Design Pressures&General Notes 7 Vertical Cross Sections(Thresholds) X Schlage +75.0 -75.0 +75.0 -]5.0 DATE: OS/02/16 z
2 2 Door Panel Details 8 Buck&Frame Anchoring SCALE: N.T.S.
a 3 Elevations 9 Hardware Details
x Multipoint +55.0 -b0.0 +55.0 -55.0 DWG. BY: JK
4 Horizontal&Vertical Cross Sections(2X Buck) 10 Components See Sheet 3 for Hardware Specifications CHK. BY: LFS
m 5 Horizontal&Vertical Cross Sections(1 X Buck) 11 Bill of Materials 3
E
6 Horizontal&Vertical Cross Sections(Direct to Masonry) DRAWING No.:
FL-20470.1 0
Y N
SHEET _I OF 11 O
v
d
EXTERIOR v 3.6' A
00000000 0;�
1
0000000 0.7
0 6 At cn
00000000 U)
0000000
7",
00000000 1........
6
z 0)
0000000 ll`�:689
U)
00000000
0 0)
0000000
00000000 ? .� � M
0000000 COMPOSITE
00000000 COMPOSITE U)
STEEL REINFORCEMENT LOCK STILE CAP Z 000 0
0000000 CAP INTERIOR 0 to z
00000000 HINGE STILE (0.023'THK.) (ENGINEERED WOOD) 0 041
0
0000000 (ENGINEERED WOOD) -0 0 x Z
00000 HORIZONTAL CROSS SECTION E E q) LZ con D -3
& -c 6 a w
0000 0 EXTERIOR Ot
00000 0 0.406' U),) go-
1 7
0.�6. CL 5 0
It ) zm
0000000 0.7 LL co (L
00000000 0 (D r 6
) 0 z
0000000 0
00000000 D 0 10Z C Li
0
DETAIL A-A STEEL REINFORCEMENT
PANEL REINFORCEMENT 28.86%OPEN
cn
(0.023!'Thick Steel) COMPOSITE cn
AREA MAX.
COMPOSITE STEEL REINFORCEMENT LOCK STILE CAP
CAP HINGE STILE INTERIOR
(0.02YTHK.) (ENGINEERED WOOD)
(ENGINEERED WOOD)
0 #8 X 2.5'PFH WS (TYP.@ EACH DOOR CORNER) HORIZONTAL CROSS SECTION r2 §cn m z
U- es!s m ;�
0 w
36.0'MAX.DOOR 35.813"MAX.DOOR 35.813!'MAX.DOOR cx:
0215 U)En 0
PANEL WIDTH PANEL WIDTH PANEL WIDTH GL w
CD < 0
v TOP RAIL 0
(COMPOSITE/ENGINEERED
U- 0
m WOOD)
>
M
(U1 2 2 i STEEL REINFORCEMENT
0 `z7 '�7 �,7 (0.023!'THK.)
E
CL 0 co 1
00
0(9
Ic—,
U)
0 0 Er) 0
z
EO uj to FOAM> LU UJI 0
L6 ui
U)
C) (POLYURETHANE-
r� uj UJ LU J 1%7, . :--11 — - I
d- z z z 1.9 PCF MIN.) CID �j
C)
U.
O e CV 0 INTERIOR EXTERIOR
INTERIOR EXTERIOR
0
> 0 0 0
2 0 0
0. " ,; CLI
z
< x x .
t
U-1 z
10 2
cli cli FIBERGLASS SKIN C14
01 01 co
CQ
0 C) (0.073'THK.) CD :3
0
<
z
DATE- 08102116 T
z
.......—.. SCME.
BOTTOM RAIL N.T.S.
LU
I —1.71 (COMP.) 1.71 DWG. BY: JK m
CHK. BY. LFS
DRAWING NO..
E
w -- - ��3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
n'�DOOR PANEL (�Aj)DOOR PANEL DOOR PANEL I-L-20470.1
00 (42)
!0-0—K Hybrid Door U I Door
c: SHEET OF 11
.0 - 1 (5
u
l!ill//
X
°' '.• i
�: tf)
rn
: <
�U:: z rc F;'OY rn
1 1 1 4 tiy.:, , y
4 5 b b �'• ' y�� Z 0 °'
40;4
��'`` N rn
{� m U N � Z
'"
z X E zmp
(30 dOtomO0.aLQL
0 C
0zp
FIARD TABLE: 0 3'a WARE
-� 2 2 2 5 MANUFACTURER MODELLL
cn
4 5 6 b C�+ 3 3 3 b KNOB. F51
M 4 5 b b SCHLAGE DEADBOLT: B60 moo
X �� z
cD KNOB: SIGNATURE SERIES I o
N KWIKSET DEADBOLT: SIGNATURE SERIES(980) g m Q
SEE HARDWARE HOPPE MULTIPOINT:MPDGART tiw w
ct
CHART (THERMA-TRU) (3 pt.Manual Tongue) m
� w
o V
N O
u 0 Q
cn n
C
m
D 4
N m
1 2
7 7 7 7 0
N
�j Z
W O
= fn
o to
N
ILL
W
> F^
O 0
a ILcL
U
Z
r N
F
o W Z
� J
7
o W
O o
Z U
A zB
2H [M scA�: N.T.S.
Li DWG. BY: JK m
I`- CHK. BY: LFS 'S
Fiber-Classic/Smooth-Star Door Panel Options
EDRAWING NO.:
Qj Panel options shown are for illustration and are representative only
(similar opaque panel configurations are allowed) FL-20470.1 N
Fs3 of 11
F
U
D 0)
D
D v 'w
° ° • W� LAN -
Z o- (�' f� U N � Z
`L 0 O Z Q
C �� 'N 0, .t p o m c W
w ° 0 M = . O 0.
It m a.0-
r CO =Z
V CW
40 41 42 � J n:
b 1 -JQ
3 V on
EXTERIOR INTERIOR 0 �x
0
m -Jz
0
EMB. TYP. ��
1 VERTICAL CROSS SECTION ( ) :E_� zw
N E 4 Shown w/2X Buck E `'m
Outswing shown (Inswing similar) rrN
N B B o _�
C 0 v
m a ` C a a
d
o °d 0.15'C-SINK 0.15'C-SINK °p ITYP)
( (n'P) � � o CL
d Y..
to D
1
E
° ° N
D a o D cn
N 6 o Z
d .D b p.O C w o
L INTERIOR INTERIOR pco
N
O
LL
V p ° Ed
O
CL d CL tl
Q ° p Z
00
N
c I-
v d o °
a
a 23 24 EXTERIOR EXTERIOR T o tn
z
1-1/a"MIN. L 29 40 41 42 40 41 42 27 / z °
1-1/4"MIN. DATE, 08 02 16 z
EMB. (TYP.) 1 EMB. (TYP.) SCALE: N.T.S. j
W
JK
owc. BY: m
a
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION CHK. BY: LFS 3
4 Shown w/2X Buck 4 Shown w/2X Buck DRAWING NO.:
Outswing shown (Inswing similar) Outswing shown (Inswing similar) FL-20470.1 0
v SHEET 4 OF 11 N
O
u
0.1
E ��,//r �„z M
LL
(q OD
A rn
1 X Buck to be secured to C o M °D z°
masonry by others �.� z o
o z 4
N n C0 mm
� t =' p od
M
* M a: a.
..
40 41 42 °
=z
1 U =w
6o J�'d
EXTERIOR INTERIOR Jv
�ca
m
�o Wx
1 VERTICAL CROSS SECTION � �
N $ Shown w/ 1 X sub-buck §� J Jo
Outswing shown (Inswing similar) rr g m ¢,_
w0 w is
N A _W N
E E °' a
N C a =o
m C
_
° > M
° v
m
U
Li
C v h
o
u O
6 6 v N
o z
o G INTERIOR INTERIOR G = _
N _
LL O
> v v W
n 00
Q
G z
N
O W Z
EXTERIOR EXTERIOR a h o t
U)
LL 40 41 42 40 41 42 27 A o z
L' 1-1/4"MIN. 29 1 1-1/4'MIN. ZI
°
z EMB. (TYP.) EMB. (TYP.) DATE: 08/02/16 z SCALE N.T.S.
a DWG. BY: JK m
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION cHK. BY: LFS 3
S Shown w/ 1 X sub-buck 5 Shown w/ 1 X sub-buck DRAWING NO.:
>= Outswing shown (Inswing similar) Outswing shown (Inswing similar) 0
FL-20470.1
o
N
swu 5 OF 11
U
`�1�11111l///�1
1.5" E 1.5" N 7 z° ro '.�Q •'z r
E MAX. MAX. '. ��� rn
' IIIIj• `` > t0 OD
LO
C 1 C 1 0 04
m U N
N E O
-- - \v N o f�, z m c�
a sO 0,
40 41 42 a M o r D.
w �� a:
40 4041 42 oco
z
�
c 4i
o �d
EXTERIOR INTERIOR EXTERIOR INTERIOR
Qo
1 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION
Shown Direct to Masonry 6 Shown Direct to Masonry o w
Outswing only w/4-9/16'jamb Outswing only w/6-9/16'jamb o y
N DIRECT TO MASONRY MAX. DESIGN PRESSURE: i ; �Q
w/STANDARD STRIKE_ ±55 PSF QW
N w/SECURITY STRIKE_ ±65 PSF =w "' o�
f En
COa Nr„
N = 0 =�
J
CA a a
3 `
En 1 1 toQ 1 1 ,�� >m
v U
m
v INTERIOR
a
N
40 41 42 A o z
a w o
_ INTERIOR = in
° to
N w
fo
N 40 41 42 1 N N o
J
LL
M
M
M
a 1-1/4"MIN. ° `" ° z
EMB.(TYP.) 1-1/4"MIN. F
o EMB.(TYP.) ui a
E ° EXTERIOR v E ° ° r• m
LL E EXTERIOR E z 13
a �EMB4 MP. M 1-1/4 MIN. DATE 08/02/16 °z
EMB.(TYP.) SGrE N.T.S.
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION
5 HORIZONTAL CROSS SECTION b HORIZONTAL CROSS SECTION S X
2 6 Shown Direct to Masonry Shown Direct to Masonry cHK. eir: LFS 3
6 Shown Direct to Masonry 6 Shown Direct to Mason Outswin only w/6-9/16''amb
Outswin only w/4-9/16 amb Outswing only wi 6-9/16 lamb g Y 1 ow�w�Nc No.: ko
g Y 1 Outswing only w/4-9/16 jamb
FL-20470.1 0
SHEET 6 OF 11 0
a
Notes: �`�`� • , ._.... �;��,.
I.Sill Item#'s 17, 18, 19,32,34,35,36,37,38&39 are attached to jambs w/(3) #8 X 2-1/2"pfh screws at each end. Z. Q '
♦;' .' :
Sill Item#'s 16&33 are attached to jambs w/(2) #8 X 2-1/2"pfh screws at each end. ;�, 0 * 6 t ,'
Sill Item#15 is attached to jambs utilizing(2) #10 X 2"pph SMS at each end. to,It
L
��. vi °'
ell, 00
INTERIOR EXTERIOR INTERIOR EXTERIORlilt" o M o0 z0
41 0
:2 U XZ U
¢
=0 a m m
40 41 42 8 40 41 42 9 tt a n M o c a
.. a
m a: a.
o c �
32 38 39 33 34 35 36 37 o JCa
SEE NOTE 1 SEE NOTE 1
E
3
m 0
W� M Uri
W is(n
N W to W O
O
N 1 VERTICAL CROSS SECTION o 0
7 Inswing Sill 2 VERTICAL CROSS SECTION a
3 7 Inswing Sill
o � m
m
0
n
EXTERIOR INTERIOR o
EXTERIOR INTERIOR N U)
> 16 17 18 19 40 41 42 w o
r, 40 41 42 7 10 CD
SEE NOTE 1 SEE NOTE 1 E �-
E
a CL
t ^ N
� D
�' - D °D ° - - p ° ^ W z
z U
DATE 08102116 z
SCALE: N.T.S. o
Uj 3 VERTICAL CROSS SECTION
4 VERTICAL CROSS SECTION DWG. BY. JK m
7 Outswing Sill(Coastal Sill Shown)
7 Public Access Sill CHK. BY: LFS 3
E DRAWING NO.:
FL-20470.1 0
aG, SHEET 7 OF 11
v
x
r► r
p) L Wes, IA
.. .ti41 d T F- •y�j M
r orn
z 0 rn
111 III%
JAMB TO HEAD DETAIL 0 N z
(TYP.) z o Z U
N ar0 Omm
V a t!� j p sd
.. c
Itm aa �
6
o c Z
U C W
4"(TYP.) N'(TYP.) o 3 d
4 ' G
d a
V
Oi a
3 .. � O
v
V
Li
p p L 2X BUCK gg m
HEAD&JAMBS HEAD&JAMBS `t J I BUCK
(TYP.) (TYP.) BUCK b m a
M DIRECT TO c, o u
N MASONRY o tE CZ
2X BUCK a
3 60 PSF MAX 80 PSF MAX FRAME� HEAD&JAMBS °' a
o (TYP.) m
d X a V
o
— 7
a
M2
N
t- co U
O z
W O
o
c cD
N
O �
LL F-
m W
> i-
O v a a Q
Do EL
CL
V7 t� Ul
m
MASONRY ,� a
.0 N
(TYP.) 2X BUCK ANCHORING 2X BUCK ANCHORING FRAME ANCHORING z
z DATE: 08102116 z
m SCALE: N.T.S. °
of
5
DWG. BY: JK m
CHK. BY: LFS 3
E
DRAWING NO.:
aj> FL-20470.1 0
SHEET $ OF 11 N
u
a
,A. N
I
< I)
co cL co .+ • 1• 4 0)
.0
28 in ��/
2X BUCK N G N 'rrrrU 11•p �` z o 0
SEE HINGE �
1 X BUCK G DETAIL(TYP.) ` m O N .: Z
DIRECT TO M E 26 v P E o) z m
o o Z U
(� ° � m
MASONRY . \v a 0 °c 0.
m
r U.It m 0: 6. b-
2X BUCK 25 • . CZ
�� E o
^fx O SEE TONGUE o c Li
G 27 +1
1 X BUCK STRIKE DETAIL 2X BUCK L o a
DIRECT TOM o0 --o -- (TYP.) N
m MASONRY _ N O Cq le � M 1 X BUCK G
3 `V O `�'01 o DIRECT TO
LATCH&DEADBOLT DETAIL `O = `�' M Q 31 0
Kwikset ® �� MASONRY �o
CD
N SEE LATCH TONGUE STRIKE DETAIL
2X BUCK L &DEADBOLT SEE LATCH t Mu 37pom oc =W w o
0 IL
1 X BUCK G &DEADBOLT m ¢ Q
DETAIL Ci _
8 0
DIRECT TOLLN MASONRY M SUB STRIKE NI o a
Cn
PLATE 1 o
� > m
28 2X BUCK L
LI
Cu
8 1 X BUCK G (�
CL
E
-9 STRIKE JAMB STRIKE JAMB DIRECT TO M (�
22 HINGE JAMB
K 2X BUCK 25 Latch and Deadbolt Multipoint Lock MASONRY 30 N
N
W O
I BUCK G p =
N DIRECT TO M 27 `�° �
LL MASONRY L 2X BUCK LATCH&DEADBOLT DETAIL
24 Mu tipoin Lock k
CL
LATCH&DEADSOLT DETAIL 8B G 1 X BUCK a U
Schlage M DIRECT TO = ?
MASONRY MULTIPOINT LOCK STRIKE DETAILS
LATCH & DEADBOLT STRIKE DETAILS DIRECT DIRECT TO 24 ® o
(Standard Deadbolt Strike Plate) MASONRY 23 ^ w
LL
Z
t- Z n
Z L DATE: 08102116 z
" sue: N.T.S.
DEADBOLT STRIKE DETAILS HINGE DETAIL
(Security Deadbolt Strike Plate) DWG. BY. Xm
h CHK. BY: LFS 3
E DRAWING NO.:
Cu FL-20470.1 a
v SHEET 9 OF 11
v
` � ILL a)
U�
ire
011
Q V ai M
00
z d ao 0
f— 2.36 —i z M z
*AlnsNSWNG THRESHOLD 3�InswWingBasic WRESHOLD m'` n N
v4n'g — — Fixed 7-1/2"Sill WOOD JAMB m ° o za q
Basic Composite Adjustable Sill 7-1/2" 1 o r o o m U
d NM ? 0 X d
4.56" 5.83' m a. a.
4.5b" o
z ^�
o a w C�
L0 r-�1T'- --.__. - � _ v
rn ( ..
3 16 OUTSWING THRESHOLD o
M INSWING THRESHOLD INSWING THRESHOLD Composite Sill o o
N33 Inswing Basic Fixed Sill 38 Inswing Composite Adjustable Sill MAX.+55 PSF N Z
u (where water inBitrafion is required) g
5.75" t) _ W o
N 5.77' 4.56" �-m
0
N it> O
J CV)
,
LL a�
3 _ m
*41nsy4n'gNSWNG THRESHOLD
Moderate Climate Sill 1-3/9' 39 INSWING NG THRESHOLDOUTSWING THRESHOLD
Inswing Basic Composite Adjustable Sill U1-77)
Composite/Aluminum Sill m
0
8.
V O
5.75' 5.75'
U)
z
6.0" w O
�_
�` Co
N
OUTSWING THRESHOLD
CL 35 INSWING THRESHOLD 1 Composite/Aluminum Sill o
a Inswing Moderate Climate Sill (Thermal Break) °z
N
4.56"
5.75" 15 PUBLIC ACCESS THRESHOLD � Q
2.36 ^ o
O h N
W
- O o
� Z El
c DATE. 08/02/16 0
scmz: N.T.S.
UJ
fa IDWG. ar: JK m
3b INSWING THRESHOLD --1.79"--I f--1.92"
�- 2.Ob" cHx. Br: LFS 3
M Inswing Basic Fixed 5 3/4"Sill ��, o.
-- ci "q COASTAL OUTSWING THRESHOLD DRAWING No.:
d 8 SWEEP 9 SWEEP 14 SWEEP o 14 Wood/Aluminum Sill FL-20470.1 a
SHEET 10 OF 111
u
d
``%XX11111IIIII
ViD
BILL OF MATERIALS BILL OF MATERIALS Q;•' :•�
ITEM# DESCRIPTION MATERIAL ITEM# DESCRIPTION MATERIAL 'e*
A 1 X BUCK (SG >=0.42) WOOD 25 #8 x 2-1/2" PFH WOOD SCREW STEEL - N,
B 2X BUCK (SG >= 0.42) WOOD 26 #8 x 5/8" PFH WOOD SCREW STEEL z ;�O;
C 1/4„MAX. SHIM SPACE - 27 LATCH STRIKE PLATE STEEL 'r, � ,��`` �n
D 1/4 X 2-3/4 PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL /III it, > > CR n W
E MASONRY-3,000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE 28A DEADBOLT SECURITY SUB STRIKE PLATE STEEL Ill 111�� z d ao
301OR HOLLOW BLOCK CONFORMING TO ASTM C90 28B DEADBOLT STRIKE PLATE (SECURITY) STEEL 41 0 N o Q
G 3/16 X 3-1/4 ITW CONCRETE SCREW STEEL 29 4 X 4 HINGE STEEL '4 E ro o mo 0 U
J 1/4"X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP C` a � o m
L #10 X 2-1/2" PFH WOOD SCREW (1.15"MIN. EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM) ALUM/COMP m oa o. rL
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP Z
N 3/16"X 2-3/4'ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP 000 3,a
1 JAMB (FINGER JOINT PINE ) WOOD 34 INSWING THRESHOLD ALUM/COMP
6 WEATHERSTRIP (MEDIUM REACH) FOAM 35 INSWING THRESHOLD ALUM/COMP
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 ;L,
LL 10 SWEEP (USE W/ PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD ALUM/COMP to M
15 PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK) E o
16 OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID) - ~m
N 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (U 1) - D m
18 OUTSWING THRESHOLD ALUM/COMP a a
19 COASTAL OUTSWING THRESHOLD ALUM/WOOD
22 #8 x 3/4' PFH WOOD SCREW STEEL 'm
23 #10 x 3/4" PFH WOOD SCREW STEEL m
E
CL 24 #10 x 1" PFH WOOD SCREW STEEL
8 0
N G7
= CONCRETE ANCHOR NOTES: w o
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
�* edge distance to mortar joints.
N 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar joints,additional concrete anchors
o may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. o
01 CL
3. Concrete anchor table: = z
Id En
ANCHOR. ANCEI.OR M►N MIN.CLEARANCE MIN. CLEARANCE
TO MASONRY TO ADJACENT d. a
TYPE SIZE EMBEDMENT; EDGE ANCHOR o
J
C 4 � N
ITW ® 1/4" 1-1/4" 2" 4" 0 0
a TAPCON -IT Z ri
ELCO
1/4" 1-1/4" 1" 4" DAM 08/02/16 z
a ULTRACON
scAm- N.T.S. J
ITW TAPCON® 3/16" 1-1/4" AS SHOWN 1-1/2" DWG. BY: JK m
CHK. BY: LFS 3
WOOD SCREW INSTALLATION NOTES: DRAWING No.:
I.Maintain a minimum 518"edge distance, I"end distance, & I"o.c.spacing of 0
FL-20470.1
wood screws to prevent the splitting of wood. N
SHEET 11 of 11 0
u
R W Building Consultants, Inc.
Consulting and Engineering Services for the Building Industry
P.O.Box 230 Valrico,FL 33595 Phone 813.659.9197
Florida Board of Professional Engineers Certificate of Authorization No.9813
I2017
Manufacturer Plastic Materials Testing
Therma-Tru Corporation Polyurethane Foam Core
118 Industrial Drive Fiberglass Door Skin(SMC)
Edgerton,OH 43517 Lite Frames(SMC,BTS,PVC)
Phone 419.298.1740
Scope: Plastics testing performed for Therma-Tru Corporation:
Material Test Report No. Test Standard Testing Laboratory Signed by
Polyurethane Foam Core ATI 67508.01-106-18 ASTM D 1929-96 Architectural Testing Lab. Joseph A.Reed,P.E.
Polyurethane Foam Core 15427-107362 ASTM E 84-00a Omega Point Lab. John W.Dougherty,P.E.
Fiberglass Door Skin(SMC) TEL 01460336-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460336-8 ASTM D 1929-96 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460336-C ASTM D 2843-99 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
BTS Lite Frame TEL 01460337-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460337-B ASTM D 1929-96 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460337-C ASTM D 2843-99 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
SMC Lite Frame TEL 01460338-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460338-B ASTM D 1929-96 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460338-C ASTM D 2843-99 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
PVC Lite Frame TEL 01460339-A ASTM D 635-03 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460339-B ASTM D 1929-96 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
TEL 01460339-C ASTM D 2843-99 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
Exposed Plastics ETC-01-741-1 1 075.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E.
(BTS,SMC,PVC) ETC-01-741-11076.2 ASTM D 638-96 ETC Laboratories,Inc. Joseph L.Doldon,P.E.
ETC-01-741-10921.0 ASTM D 638-96 ETC Laboratories,Inc. Joseph L_Doldon,P.E.
STTS00001 ASTM G 26-95 Sub-Tropical Testing Lon Hicks,V.P.
STTS 99-0513.01 ASTM G 7-97(5 yr.exposure) Sub-Tropical Testing Lon Hicks,V.P.
Equivalency of Standards Test Standards Used 6th Edition(2017)FBC Referenced Standards
ASTM D 635-03 ASTM D 635-10
ASTM D 638-96 ASTM D 638-03
ASTM D 1929-96 ASTM D 1929-12
ASTM D 2843-99 ASTM D 2843-10
ASTM E 84-00a ASTM E 84-13a
ASTM G 26-95 ASTM G 155-05a
The products referenced above have been tested to the standards listed. It has been determined by Lyndon F.Schmidt,P.E.
and RW Building Consultants,Inc.that the tested standards are equivalent to the referenced test standards as adopted by the
6th Edition(2017)Florida Building Code.
G.
A® °°° '
J4�1°°
oo
o c �Y� o ^ t
0 T
u`� S eA7E OF
o a Lyndon F.Schmidt,P.E.
�o0.(\'"°'C Q`o fte O4 FL PE No.43409
8/16/2017
Sheet 1 of 1