HomeMy WebLinkAboutProduct Approval R R W Building Consultants, I
WB Consulting and Engineering Services litr the Building In lusty} RECEIVE®
C P.O.Box 230 Valrico,FL 33595 Phonc 813 659.9197 SEP
Florida Board of Professional Engineers Certificate orAuthorizalion .9813 0 2019
ST. Lucie Count,;p
i i 69
'Dale: keihberS.
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Product
Category Sub Category Manufacturer Product Name
Therma Tru Corporation Fiber-Classic and Smooth-Star
Exterior Swinging
Exterior Door 118 Industrial Drive 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.for Therma Tru
Corporation based on Rule Chapter No.61G20-3, Method 1D 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 has been evaluated and is in compliance with the 6th Edition(2017) 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 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 product 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.
4. For 2x stud framing construction,anchoring of these units shall be the same as that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of drawing FL-20468.1 require further engineering analysis by a licensed engineer or
registered architect.
6. Fiber-Classic& Smooth-Star Door panels require the use of"J"part numbers and must be stained or painted within six months of
installation
7. See drawing FL-20468.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
ETC 01-741-10700.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
ETC 01-741-10702.0 TAS 202-94 ETC Laboratories Wendell W. Haney, P.E.
TEL 01461612 ASTM E1886-05, E1996-09, E330-02 Testing Evaluation Lab.,lnc. V.K. Wright
TEL 01460145 ASTM E1886-02, E1996-02, E330-02 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E.
2. Drawing No. Prepared by Signed &Sealed by
No. FL-20468.1 RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
3. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants, Inc. (CA#9813) Lyndon F. Schmidt, P.E.
+eaaas;a.
4. Quality Assurance �y4:;9 G�t , e•�,,�
Certificate of Participation issued by National Accreditation and
Management Institute, certifying that Therma Tru Corporation is
manufacturing Products within a quality assurance program that complies
� 43..1 �-'� • •�
with ISO/IEC 17020 and Guide 53. No •G
e w
• r: e
13
STATE OF
y O•.
•4 O R� •• ,"a
Lyndon F.Schmidt.P.E.
oe
Sheet 1 of 1
e�`sSB�68�9�raa FL PE N12/5/2017o.
2/4 2009
THERMAITRU® ��:
DOORS - Y
6 n
Fiber-Classic &Smooth-Star: �`�
'''Tr Ill ` _>° m
zNm
agLo zmca
COMPOSITE EDGE w
37.75-MAX O.A. a'm Jj 5 <e a
FRAME WIDTH I
OPAQUE FIBERGLASS SINGLE DOORF E a=
INSWING/OUTSWING
'IMPACT'
W
I
GENERAL NOTES FT
1. Tins product has been evmualed and is in compliance with the 6th Milian Z
12017)Florida Balding Code(F8Cj structural requirements excludng the-High
velocityHsRricane lone(HVHZI C! p � w veru
2 Product anchors shat be as listed and spaced as shown on details.Anchor
embedment to base mattviol shot be beyond wa0 dressing or stucco. sY i X a w
3. When used in areas requring wind borne debris profeclron Ihis product m
ccmpces vrith FBC Sections 1609.1.2&R301.2J.2 and does not require on z m
impact resistant covering.This product meets missile level'D-and Includes Wind
Zone 4 as defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. k
4. Far 2x stud framing construction.anchoring of these units shall be the some as =o
that shaven for 2x buck masonry construction. F
5. Site conditions that deviate from the details of this drawing require further i w o
engineering analysis by a licensed engineer or registered architect. w E N
6. Fber-Classic&Smnalh-Star Door panels requiTe the use of')"part numbers and a m
0
msrsl be stained or pointed wilHn six months of instaSofion.
sn<
TABLE OF CONTENTS — a
SHEETR I DESCRIPTION
I typical Eie-l—s,Design Pressures&General Notes
2 Dw Panel Detoh — �l
3 Elevations DESIGN PRESSURE(PST) DESIGN PRESSURE(PSF) o n
4 Hotonld6 vend Cross Sections( Buck) LOCK INSWING OUTSWING
& ••r""i
5 HortoneJVencd Crosssechon(IX5uckj CONFIGURATION HARDWARE
6 Ho4zoMal&vertk:ol Cross Section faect to Masonry POSITIVE NEGATIVE POSITIVE NEGATIVE mm 08/02/16 _
7 venicd CrmsSes:tions Mesnan) scut: N.T.S.
a Buck&Frame nnchoArg X Latch B.Deadbolt +67.0 -67.0 +67.0 -67.0 ISG W: JK
9 Hwavrare Delch cxx.err LFS
1 to components X MuHipoint +50.0 50.0 +50.0 50.0 a
r _ ovsm+c w:
1) Bal of Motergts ___ See Sheef 3 for Hardware Specifications FL-20468.I o
srsn t a 1 t �,
- J�Tf I11111p��
EXTERIOR 1.196'..--:�...-..-, ." _0.405 EXTERIOR 1.198 _-._�� Q:' '•Z�y m
Os' ;
�- - 1.198' 1.879 OS ' 41
1.879 i 0.405
Q-
DAe.:Q�
•. ,E.I I ice•• oa
COMPOSITE / �•
s y y IK CAP i t' R'�x ''�,• "/'"" � o n
�'COMPOSITE ��ii L,* K��� h-6 m m
I - CAP �IIIl�f T n
INTERIOR LOCK BLOCK STILE LOCK BLOCK 'STILE
COMP..SF COMPOSBE HINGESTILE INTERIOR `o Em i m"o u ti
HINGE STILE }29 LONG lVt (ENGNEERED WOOD) 12.5'LONG WOOD] (ENGINEERED WOOD)
CAP (ENGINEERED WOOD) ( ) CAP (ENGINEERED'NOOD) (
`"7 9otm
1 HORIZONTAL CROSS SECTION a
2 r2 HORIZONTAL CROSS SECAON E o z°
2 6 �u
rn
a
TOP RAIL tia o
(COMPOSITE/ENGINEERED I
<N W
i
WOOD)
36.0`MA%. 3.9.AI8'MAX. 35.613'MAX.
;.-_..._.., DOOR - DOOR DOOR
PANEL WIDTH PANEL WIDTH PANEL WIDTH
e ' I 4
i
2 � i 2 I I 2 I o 0
I I _
FOAM CORE
I _ 13i } (POLYURETHANE-
2 _.._ I ___ v ( 2 _ - 1.9 PCF MIN.)
�' - z
ll �
I 'v Z
— INTERIOR EXTERIOR o r o
INTERIOR EXTERIOR
E 2
1 jI a�
_J_ a' _1. FIBERGLASS SKIN
o O o o 10.0737HK.j '' o
-
h BOTTOM RAIL
Q
(COMP.)
I �31 VERTICAL CROSS SECTION /41 VERTICAL CROSS SECTION n -Z
08102116 i
�. swtE NJS_
JK =
D. D D CNK LFS
4 DOOR PANEL X41',DOOR PANEL 1 1 DOOR PANEL FL-20468.1
i BOOK Hybrid DonDoor
srrtn 2 n 11
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4 'N;�
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V - PNm �m0
Jaaa
t0
�- HARDWARE TABLE a
Z, / 7 � _ �.� MANUFACTURER MODEL
E
4 5 6 6 SCHLAGE KNOB: FSI
\
0
DEADBOIi: 060 �o
KNOB: SI GNATURE SERIES
\ KWIRSET DEADBOLT: SIGNATURE SERIES(9801
w G,
I �--SEE HARDWARE HOPPE MULTIPOINT:MPDGART
CHART (THERMA•TRU) (S pt.Manual Tongue)
I o
n Gd
m
1 2
4
X20 2
Z Z�
ea
CWO �
_— DUB
K K j
H T1 71 OW
wie 08/02/16
Fiber-ClossfelSmooth-Star Door Panel Options
Products approved include all embossed and recessed panel doors. JK
;W � LFS
Similar opaque panel configurations are allowed.
Panels shown are for illustration and are representative only. FL-20468./
24EQ ,} M I I
4_1
satO .
O
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m ^ V I
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A O ,It11i`I.
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SCHMio
v••JCFJ+es''•T
j• No.43409
—
4" I PROCUCT: ao.umente p.epe..d 9y: EDOEOP'
M THERMA—TRU
Lyndon F.Schmidt �2g5Dw:
F18ERGLASS DOOR
3 IO O6 19 REV.DOOR PANEL OPTION NOTE ./10INA�T��r
o N) 2 11 15 77 RECESSED PANEL NOTATION JK PART OR ASSEMBLY: �///��n',BUILDING CONSULTANTS,fAY
In m H x y 1 7 17 I7 UPDATE i0 6th ED 20!7 FOC JN J1._I/v P.O. Bay 230.L'alrleo.FL 33595
- m ND DATE BY HORIZONTAL&rR7ICAL MM phone No.:813.859.9197
REVISIONS CROSS SECTIONS(2X BUCK) FBPE C.A. No.a513
Illpurredry
r
?d7.
1y111\ z dm d
m U N•;�
i%Suck to be secued to ---�---.- --- c
masonry by Ohm y i o L D J c cr
u=
l// •" /� T L��0.
/
EXTERIOR
a rrx
i 5 V SI1CM'n'own,, t CROSS SECTTQN - 1 a r �o
NI I%SUb•buck
QUIS Nig S11{)wn�-•..-..y S4N�1_J � w �W
O O
• I I I r I 0 U
= 4°
AWN7 baa
i it!( 0 7 I gze z
t i;"' /' INT aIoa } i j t
' I i INTERIOR 4 w
o00 �
0
it
y 1 '� �.EXtERiOR FXSEB�R ;r t �n�o �
l
24 !••I 40 41 42 27 (p „n_Z
! 40 4T 42 ._«i_ MIN.
I-1/E'MN. 29 O E.MB.E.MB.ITYP.I Eats 08 02 I6
saxr: v.7.S.
EMB.TYP.1.-..___"..«., JK �
—
2 NORIZONTAt CROSS SECTION 3 NQRIZONtAt CRASS SECTTON i c u �: tFs
5 own w/l%wtrbUck 7 i 5 Slwvm w/ su ud nw cr+o.• a
Ouiswing shown Ilnswing sirxbrj ( Outsw.ng Chown 4Hming similgrl ) Ft-20468.!
1\11111111////
i
g
Ly
40 41 42 40 41 42 %%j 'm 9d..
.fn
��f• MERIOR d as
E%IERIOR RBERIOR EXTERIOR
z
1 VERTICAL CROSS SECTION — o
y VERTICAL CROSS SECTION
6 Sham D'necl to MosoruY 6 Stawn Daeat t0 Masa "
Oulswilg ont/w/4-9/id jamb OutsvArcj oMy w/6-9/16j0mb
DIRECT TO MASONRY MAX.DESIGN PRESSURE: y > alb
w/SECURITY STRIKE t 65 PSF
w/STANDARD STRIKE=S55PSF `g0 �w
= w¢ w
�o N"
i �i
� =c
- _
4 •m
tr ; �E .'+j/ n+rERIDR 1�fj' / '�f^ �� '-- — � I '1� 1, �•; ,�� f ��_�
�L) 40 41KrMOR
40 41 42A.
EMB.f1YP.) \
EMS,Tyq
CE _ EXTERIOR (F I--,— '
O Itt I
EXTERIOR I' \(D n a Z
EMB. P. (r6��
OM I--I 1-1/r.M.IN. --08/02/16
EMB.(ttP.j
2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION / 6�HORIZONTAL CROSS SECTION w+ JK
d Shown D'vect to MOw 6 Shown Direct f0 Moso 6 Shown D'vect to Masonry nM,er. LFS
n' b Shown Dmd to Maw 0 Ou on w s'
Outswing only w/4.9/16'jamb Outswing only w/4-9/16 jamb Outswing only w/6.9/16 jamb h,wi h' /6-9/16 jamb cvnxwc„a, a
FI.-20468.1
sNm 6 a�
`511111111/ITS
Nolen:
I,STl Item tl's I7;18.32.34,35.36.37,38 8 39 are attached to jambsw/131 1t8 X 2-1/T p01 seem of each end. Q;
Sr Lem 111'516833 are attached to jambs w/{21 X8 X 2-1/T pfh screws of each end.
Se Item N 115 is attached to jambs uN5zhV 121 N 10 X T pph SMS at each end. =Aol
INTERIOR -T EXTERIOR,
INTERIOR EXTERIOR sllss�s 1 z cm o
0 i
40 4T42' / 'j /gO 40 41 42' /i' Oq o w 968
SEE NOTE 1 E SEE NOTE I
r
No
�K N yCy,2
1 VERTICAL CROSS SECTION
4 h
7
-wing Sim VERTICAL CROSS SECTION
7 Inswing sal
EXTERIOR `- i 4m
7�\Y INTERIOR
1i � EXTERIOR _r`�/ - INTERIOR o C
7 16 17 18
40 41 42 40 41 42 / z w
� a p r
SEE 140IE I
SEE NOIE 1
_ - --------
—08102116
Sruc N.T.S.
3 N.VERTICAL CROSS SECTION, VERTICAL CROSS SECTION e"Q JK
Public Access Svc aac en LFS
q+n c ro:
FL-20468.1
sem 7 or I I
11111111111////
(31 P8N 2S1/T 111111
JAMB TO HEAD DETAIL i
o nmi
m U N
(TYPA \ g 4 a U o z°{
\V C E m ?m W
o °
SmO
9 a mdn`�
cw
R
4'(IYPJ a•(TYP.)....�
1
�O ZZ
l i
Gy W
L 2x BUCK
HEAD B�S " HEAD K` J IX BUCK W
(TYPJ (TYP.) BUCK m
M DIRECT TO Y
2X BUCK N MASONRY
60 PSF MAX C 67 PSF MAX � FRAME\ HEgp P.) 1
I m
6
T.,(3
�O
=a
00 mzW
-0 Jit rn
a a e •�
MR
o1n�
l
' m
MASONRY
(TYP.) -
2X BUCK ANCHORING 2X BUCK ANCHORING L__FRAME ANCHORING
ulr:p8 02 i6 _
N.T.S.
JK
c1a.m•: LFS
oxxxx�.
FL-20466.1
sNm 6 a i l
`11111111111fff
_:�• g [, e
O
-Uiu�
p �N'.y
oma o ��' �`�(/j"
2XBUCKi SEE HINGE f II1m111 Tom e
1X BUCK G - DETAIL
DIRECT TO M 26 E
MASONRY �"-
2%BUCKS�
(°
IX BUCKiG� �T --� O SEE TONGUE 4i w
�7 O S STRIKEDETUL 2XB
( — UCK
L 3d
DIRECT TO M' r $ p tp (IYP.) —
MASONRY� a r0 n = IX BUCK G
WC!LL DEADBOLTDETAIL -_ DIRECT TO
LAT
—_ Kvnuel \� I t I I MASONRY
SEE LATCH i� 7` 1 TONGUE STRIKE DETAIL
2XBUCKR
KDEADBOLTUETAII SEELATCHt%BUCKBDFTAIL LTDEMMASDIREONO1 SUBSTRIKE —i &
l\_'IOI PLATE I
2i) �Y
2XBUCK
DIRECT TO 7 IX BUC
JAMB HINGEJAMB STRIKE JAMB
ml
2x BUCK(25 --- Latch and Deadbolt (__-._---_� MNhpoinl lock MASONRY
ll:3fnJ1 i z
IX BUCK G
DRECTTOrrM 27
MASONRY` '��•y '___
4 L 2x BUCK LATCH t DEADBOLT DETAIL 6 N Q
29
DETAIL' G lx BUCK Mu nprnn Loc W(w
turcHa DBouBB , W
M DIRECT TO MULTIPOINTLOCK STRIKE DETAILS ^^�_
.= MASONRY
LATCH DETAILS DIRECT TO
Standard Deadbolt Strike Plate)_1 MASONRY -� r--= 23 _^ " =
--'- no ,
z
A` -M-08 02/)6 _
DEADBOLT STRIKE DETAILSxrxceokviir. N.T.S.
(Security Deadbolt Strike Plated ._._j p L Jx
aK.ar: LFS ji
ovmw xo.:
FL-20468.1
c
s m 9 cr 11
1
11111111111//,,
.._._.456'_.--_�. n :�•� o J= o
_ _S:
2�j
`
* 1 ;�m
-_-.236"...
}INSWING THC�INSWINr G THRESHOLD Z.
� `�InsJng Baso.Faed 7.117SID /'1 WOOD JAMA ` � S o R i a
\_i32 Inswing Ea4c CoaWas�leRESHOID Adlsisfabie587-I? � �� V � 8 co Z.0 .mo
y
5 p
5d' c a
_..__ 4.56• ___- --_ ----__._4 'm d a m
fI I
3d
/'"•,INSWING THRESHOLD �1fHIONG THRESHOLD r:l Ol1T3WING THRESHOLD I oo i
33 m mm g� �jTL Compo le'D lab a Sig
c
a
5.75--�
5.7T --4.56`— m ud
! � o
34 INS ANG THRESHOLD i m
t asoderala CEmale Se:-316' CINSWING�THRESNOID
J mswug 9®c CwiKwvTe AUlustab:e 5'J /�\OUiSWING IHRESHOID k'
u� Composite/Numkusm SS i �'
z
zo^
5.75"
1 6.0'
,.L-—_� ���__ I L•� o -_5.75 I a�n
o as
o {I I zoo
- INSWING THRESHOLD
r 3511 vuwsa MoaNala Cfimofe.1 ¢
--r ,=.G THRESHOLD
BreakAhari nm SID o n n o -
i --^
I N-z
u� —7 a,a 08/02/16
s L N.T.S.
INSWING THRESHOLD j i--192•_._ er. JK a
(36,-,. I--I.7Y-- 0 2.06' ao er: LFS 3
- s geo4c Fiats5-314'S5
oxi°rc w.
i'B�SWEEP � SWEEP r SWEEP dFL-20468.1
srtn 70 ec 11
1
ITLu a upgr
BILL OF MATERIALS BILL OF MATERIALS
ITEMS DESCRIPTION MATERIAL REM It DESCRIPTION MATERIAL __/� Z5
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2-1 IT PFH WOOD SCREW Z* p Y
_ B 2X BUCK(SG>=0.42) WOOD 26 #8 x 5/8•'PFH WOOD SCREW STEEL
_ C 1/4"MAX.SHIM SPACE 27 LATCH STRIKE PLATE STEEL
D 114"X 2-3/4'PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE(STANDARD) _ _ STEEL_ '��i; � � N>6
MASONRY-3.000 PSI MIN.CONCRETE CONFORMING TO ACI 28A DEADBOLT SUB STRIKE PLATE _ _ STEEL rr I Im1 z o m o
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 288 DEADBOLT STRIKE PLATE(SECURITY) - STEEL
G -3/16"X 3-1/4"ITW CONCRETE SCREW STEEL 29 4"X V HINGE STEEL g E o z m o u
J U4'X 3-314"PFH ELCO OR ITW CONCRETE SCREW STEEL 30 LATCH 8 DEADBOLT STRIKE PLATE(TONGUE SYSTEM)— ALUM/COMP 4 9 d a
L #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMBEDMENT) STEEL 31 MULTIPOINT STRIKE PLATE(TONGUE SYSTEM) ALUM/COMP 4 °
M 3116"X2-1/4"ITW CONCRETE SCREW_ STEEL 32 INSWING THRESHOLD ALUM/COMP E oz t�-
----
r( 3/16"X 2-3/a"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP g
I 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 �$ s
_9 SWEEP(USE w%MODERATE CLIMATE THRESHOLD)— VINYL 38 INSWING THRESHOLD _ ALUM/COMP �� 0
10 SWEEP(USE w/PUBLIC ACCESS THRESHOLD) VINYL 39 INSWING THRESHOLD — ALUM/COMP
15 PUBLIC_ACCESS THRESHOLD ALUM 40 DOOR PANEL(BOOK) W w
16 _ OU TSWINGTHRESHOLD ALUM/COMP 41 DOOR PANEL(HYBRID) s
17 OUTSWINGTHRESHOLD _ ALUM/COMP 42 DOOR PANEL(U1) o m
IS OUTSWINGTHRESHOLD_ ALUM/COMP &I <
22 #_8 x 3/4"PFH WOOD SCREW STEEL
23 410 x 3/4"PFH WOOD SCREW STEEL
2d #10XI"PFH WOOD SCREW— STEEL W
z
CONCRETEANCHOR NOTES: w Loo
I.Conpete onchm tocafions at the comers maybe adjusted to maintain the minm tn
edge distance to mortmjoints. a IZi
2.Concrete anchor locotiom rated as"MAX.ON CENIER-must be adjusted to -.2
maintain the min.edge distance to morforjaints,additional concrete anchors 12
may be required to ensure the MAX.ON CENTER"dimension me not exceeded.
3.Concrete anchor table: e K R _
ANCHOR ANCHOR MIN. MIN.CLEARANCE MIN.CLEARANCE --
TO MASONRY TO ADJACENT
TYPE SRF EMBEDMENT ,EDGE ANCHOR cIrw
n
TAPCONr 1/4" 1.1/4" 2" 4' _o
=
ELCO 1/4' 1-0/4' 1' q• mm-0802 16 -
ULTRACONo sw N.T.S.
ITW o 3/16' 1.1/4• AS SHOWN 1.1/2- orc.rr: JK
TAPCON
eu. LFS
WOOD SCREW INSTALLATION NOTES: . p,
1.Maintain a minimum 5/8"edge distance,1'end distance,&I'o.c.spacing of f1-20468.1 -
wood spews to prevent the splitting of wood.
sxm 11 er 11