HomeMy WebLinkAboutProduct Approval (2) R W R W Building Consultants, Inc.
B Consulting 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
Date:Anchor Evaluation Report Report No.: FL-1522.5.5-68
Product Sub Category Manufacturer Product.Name
Category
Swinging Therma Tru Corporation "Smooth-Star"and"Benchmark by Therma Tru"
Exterior Exterior Door 118 Industrial Dr 61 Single&Double Opaque or Glazed Panels w/&w/o Sidetites
Doors Assemblies Edgerton,OH 43517 Inswing/Outswing
Phone 419.298.1740 Insulated Fiberglass Door with Wood Frames
Scope. Product Evaluation report issued by R W Building Consultants,Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Therma Tru Corporation,based on Rule Chapter No.61G20-3,Method 1A of the State of Florida Product Approval,Dept.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 anchoring has'been developed in compliance with the 5th Edition(2014)Florida Building Code(FBC)structural requirements excluding
the"High Velocity Hurricane Zone". See the Certification Agency Certificate for sizes,specifications and design pressure ratings.
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material shall be beyond wall dressing,stucco,foam,
brick and other wall coverings.
3. Wood screws shall be installed following installations instructions of ANSI AFBPA NDS 2012.All other fastener types to be installed following fastener
manufacturer's installation instructions.
4. Fastener embedment depths,edge distance and center-center distances shall be specified by the fastener manufacture,but in no instance shall they
be less than shown in drawing FL-15225.5-68.
5.Where shims are used,they must be a"rigid/stiff'material that complies with the requirements of the FBC.
6. Positive and negative design pressure requirements for use with drawing FL-15225.5-08 shall be determined by others for specific jobs in accordance
with the governing code.
7. Site conditions that deviate from the details of drawing FL-15225.5-68 require further engineering analysis by a licensed engineer or registered
architect.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Signed by
ETC-01-741-10702.0 ASTM E330-02/TAS 202-94 ETC Laboratories Wendell W.Haney,P.E.
ETC-01-741-11008.0 ASTM E330-02/TAS 202-94 ETC Laboratories Joseph L.Dolden,P.E.
TEL 01460147 ASTM E330-02/E1886-02/E1996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
2. Drawinq No. Prepared by Siqned&Sealed by
No.FL-15225.5-68 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.
Lyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 2/6/2015
i
THERMAITRU a.W'MAX.
1 OSM'MAX.OVERALL FRAME WIDTH OVERALL WIDTH o sL m
1 2 3 1 2 3 ��� yg� m
I 5 5 5 �5 5 5 ���•• `��Z imsl
HERMA TRU DOORS �.�••........ ' .` 7y>
1 re INDUSTRIAL DR.,EDDCRTON.OH 43517 / y••••
T •'• ` Z q
+1 �� 'F'l'' '//,, O O C
1 1 1 1 I I I I /Irr1 �j
U
rr R n
Smooth-Star and Benchmark by Therma-Tru
11
01a7 5 1, 4 1' '1 I' '1 1' 'I 1' 'I
' n W 1, ,1 1 A LA 1 A ��1 I,
68 SINGLE AND DOUBLE OPAQUE OR GLAZED PANELS 5 �, ,� s ;I I; •;1 ;1 1; V 9z
W/&W/OUT SiDELITES s
INSWING/OUTSWING
INSULATED FIBERGLASS DOOR WiTH WOOD FRAMES
> Oo
wz
General Notes 1 2 3 4 5 6 9@�@
4 5 66 6 6 6 6 6 6 6 6 fro o zw
i. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/SIDEUTES OXXO SINGLE W/SIDELITES OXO N
(2014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone".See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE ✓Lc�
Certification Agency Certificate for sizes,specifications and ratings. +55.0 -55.0 +40.0 -40.0 �m
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment �'oII
53 00"MAX of
to base material shall be beyond wall dressing,stucco.foam,brick and other wall II 0.
coverings. 3OVERALL OVERALL WIDTH OVERALL WIDTH a a
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH 1 2 3 t 2 3 m
All other fastener types to be Installed following fastener manufacturer's installation 5 s 5 5 s 5
instructions.
V
4. Fastener embedment depths,edge distances and center center distances shall be as =iq N
4 O.H. 4 �r 7� ,4 7 F i i' i t7 N
specified by the fastener manufacturer but in no instance shall they be less than shown in 5 :l �i 5 ,I I, ,1 11 ,1 14 11 I, ' ', I' ', 1' z
this drawing. 01a 1' 'I 1' '1 5 ;i i1 :i i1 1i is :1 i� q
2 5 1 J� 1 5 ,1 I, ,I I, ,I I� ,I I, 5 I 1
5 e IC- Il'_'�I 5 O.H. $ I J]I U--�I U--�I I -�I ii i; a Ic 7I
5. Where shims are used,they must be a"rigid/stiff"material that complies with the • 5 5 ,1 I, •rr Q
requirements of the FBC.
t I, ,1 rr? � � 5-7 5
,I G
I I 1 1 I I 1 1 I I I I I I
6. Positive and negative design pressure requirements for use with this drawing shall be I ' ' ' ' '1 1' '1 I' 'I I' '1 1' ,' ', 1' '11' 'I i
1; determined by others for specific jobs in accordance with the governing code.
jl� 1� r� t t r I� 11=� �I
w
7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6 c a 5
1 2 3 4 5 6 wo n
TABLE OF COMENTS 6 6 6 6 6 6 6 6 6 z
SHEtTfI DESCRIPTION SINGLE X DOUBLE XX SINGLE W/SIDELRE OX wtE: 2 2i 12 i
MAX DESIGN PRESSURE
1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE N.T.S. 9
2 Buck anchoring +67.0 -67.0 +55.0 -55.0 +40.0 .40.0 DWG.BY. JK m
e 3 Frame anchoring
CrX BY.
4 Frame anchoring&bi IOCKNARDWAREMfGiSER1ES li of materials LFS ;
GP�x1RG NO.: ¢
5 Horizontal&Vertical cross sections KWIKSEi fIGNANRE SERIES IATCN FL-15225.5-68.n
b 6 Vertical cross sections
RWIKSErSIGNANRE SERIES 7S0 DEADEOp sZ[T 1 Gr 6 n
7
..........A
I
—4.x
4-
14, MULLION
I L*'� It
-MULLION 7- 4 11 SHOWN FOR 10,1,
MASONRY
REFERENCE OPENING
MASONRY D MASONRY - SHOWN FOR REFERENCE
OPENING TYP. HEAD OPENING TYP. TYP
& JAMBS I I E-
HEAD HEAb"
JAMBS & JAMBS OLD
k:
2X SUCK—/ 2X SUCK—/ z tz�t
2X BUCK—/
In f3
II t II MULLIONJ II
0?6 SHOWN FOR I I as C;
II 6 II REFERENCE II
II II II o z
C,)
SINGLE DOOR SINGLE W/SIDELITE SINGLE W
1ELITES
1 BUCK ANCHORING BUCK ANCHORING SUCK ANCHORING
0
-
4" ti; 4 4-8. 4-
4 4
V
t t
z
'n
SHOWNMULLION 2
FOR MULLION
MASONRY-7.-
OPENING TYP. HEAD TYP. I1 REFERENCE 11 SHOWN FOR II
& JAMBS 11 ASTRAGAL HEAD II
REFERENCE II o
NOTES: SHOWN FOR & JAMBS II
1.2K buck min.S.G. 0.55, 2X BUCK—/.- REFERENCE 2XJ
BUCKIi II II
CONCRETE ANCHOR NOTES:
I
1.Concrete anchor locations at the comas may be adjusted to maintain the min. I I ASTRAGAL
edge distance to mortar joints. SHOWN FOR
15
o, l
oQ
2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to q l REFERENCE
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. Il
DAM 2 21 12 OR
......... N.T.S.
.... .....
............................ ... ......... .......
TA lfw r 4" DOUBLE POOR DOUBLE W/SIDELITES cH9. LFS
PCON BUCK ANCHORING MASONRY-1 BUCK ANCHORING Kww wo—. r
•ELCO c OPENING FL-75225.5-6
ULTRACON lie 1-1/lr a
SMUT_j2 OF K
C.
fl:r�
PAIRS 30 F I f- 3" 3 TYP. 1 TYP. 3" 73" �6"� 6-
J. �'�•.
L SS s
T o - I III N — o O ff0
Tie MULLION wl I ~a_w`� — ¢y II MULLION N v A INSTALLATION LBAnON `HOT
a
SHOWN FOR „� — ?w o = o SHOWN FOR w _ ddd
REFERENCE x .. w a — — °d« w/ix eucK— Ci
Ci
>^ a ^ REFERENCE e 8 INSTALLATION
N j N y a A W/2X BUCK INSTALLATION M ^ TYP. HEAD & r o �
A W/2X BUCK INSTALLATION . M JAMBS
8 W/1X BUCK INSTALLATION `*UO 1X BUCK INSTALLATION
TYP. HEAD & JAMBS TYP. HEAD & JAMBS p
SEE w in o z
16 16 16 DETAIL "4" o� SEES — — Was I'll,
16 vi i6 SEE o I ao ao
e of i n.+ DETAIL N ie — SEE — 5 — DETAIL "1 + (n
12 iio 5 "6" I ii 5 DETAIL "2 3 =d
m c
"C" "D• E" '� "C" "D" A" "B• A" a a
VIEW "C"—'C" SINGLE OOOR W/SIDELITES VIEW "E"—"E" ^VIEW "0"—"D" SINGLE DOOR WISIDELITE VIEW "B"—"B" SINGLE DOOR VIEW "A!—"A-
ry+ sHm w/oPnotm comuGA=
FASrEMERS.ITEM 130 GYP.ALL
SIDWIT TO ODOR JAMB CONNEMONS)
W/2X BUCK 2 a
SIDEUTE NOTES: INSTALLATION
1. the sideGfe G5 direct set into the Jamb with(12)#8 x 2"pfh.wood screws.There are(4)at each ❑ 0 V)
vertical Jamb,from the top down at 13.S',31,48.5'&66".There are(2)of the header of 4"from B W/1 X BUCK 11 8 0
the outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION
2.For optionalsidelite construction with staples,sidelite is direct set Into the jamb with(4)7/6"X ❑ ❑
1-314"16 ga.staples along each Jamb IN'from ends and equally spaced thereafter).
CONCRETE ANCHOR NOTES: "DETAIL DETAIL "6" 2" c
1.Concrete anchor locations at the comers may be adjusted to maintain the min. _
edge distance to mortorJoints.
2.Concrete anchor iocoNons noted as"MAX.ON CENTER"must be adjusted to w
maintain the min.edge distance to morfarJoints,additional concrete anchors W/2X BUCK 2 a
B
may be required to ensure the"MAX ON CENTER dfinenslon are not exceeded. INSTALLATIONa 'W
3. Concrete anchor table: _
W/1X BUCK o 0
1 2
z
0
- C
INSTALLATIO
:isJY!(.,���k)ii!iNE� :f4[IN':�f�'i?f:Ri?�NCr�: N 1 C o
?I�tif�t> :�x.;•: ;:::...'c:...:.................::•;;;•::_::.....,.;.,....;...,......... .::.- 1 DATE: 2 21 12 E
TiQ..:IVtA3D1!(Rl';?fi"i:;;TCS?40JA+LEI![I:;'t:
::.:.•:.:•:::::::::::.:..,,:•:::::•:::........::.::::a......: ............:::::::.:-::%#tliGll4hktii N.T.S. 9
IfVY DWG.BY: JK F2
g e 1/4" 1.1/4" 1
6 TAPCON ua SYC LFSITW 3
TAPCON® 3/16" 1 DRAWING NOZ
.1/4" 3" 1-1/2" DETAIL "1" DETAIL "4" FL-15225.5-68 n
sNEET 3 oT 6
I
IN
C. 7^ PAIRS 30 .�, oNl
3" 3" TYP. 3" 3" A.. a tL m
to j_r
L4 co
T SEESHEET 3NOTE NP SEE DETAIL "3" A W/2X BUCK I �p SEE DETAIL I�yy/2X BUCK ^ ,`'�����Il*1•����,`,` z
II INSTALLATION p 3^ A a $ o
II W/lX BUCK _ W �IINSTALLATION g c p =
9 INSTALLATION wa — — z I W/1X BUCK 9 o W M otn 7 E z o
TYP. HEAD y = ASTRAGAL INSTALLATION v v «N (� 9 c
ASTRAGAL MULLION JAMBS N N SHOWN FOR IITYP. HEAD & ^d >.�. aS IJ S N d a
SHOWN FOR II SREOWN FOR FERENCE _ _ REFERONLY II JAMBS _ c=
REFERENCE ONLY II IIa
II SEE _ II
— 16 II — DETAIL "4' (Lo (I SEE
16 u 16 16 W _ = o I 16 II 16 DETAIL o\ m
a \ II o
aci 12 5 II 5 Ny M� 5 II 5 My �o N
�o II 12 f A. - -�
�5 � �o
W-
"C" "E"
A" �m gig
a o
VIEW C"—C" DOUBLE DOOR_W/SIDELITES VIEW DOUBLE DOOR VIEW A"—A" o
r swwN W/OPROPA comurAnD a
FASIENER9,REM#30(".All.
SIDE m TO 000R JAYS CONNECTIONS) Ey
W/2X BUCK 2
INSTALLATION
W/1X BUCK c
INSTALLATION 12 1 C `r
W/2X BUCK 8 0
Item DESCRIPTION Material INSTALLATION 3 D
A 10 x 2-1 2 PFH WOOD SCREW STEEL i p
B 10 X 1-3 4 PFH WOOD SCREW STEEL W/1X BUCK 11
C #10 X f PFH WOOD SCREW STEEL DETAIL "I" INSTALLATION
1 #10 x 3 4 I.G. PFH WOOD SCREW Hine to Frame STEEL
10 x 2 LG. PFH WOOD SCREW STEE i
3 #8 x 2-1/2- I.G. PFH W000 SCREW STEEL DETAIL
4 1 4' x 2-3 4' PFH ELCO OR ITW CONCRETE SCREW STEEL ATTACH ASTRAGAL THROW BOLT w
5 1 4' x 1-3 4" ITW PFH CONCRETE SCREW STEEL B STRIKE PLATE TO FRAME o
9 1 4" x 3-3 4 ITW PFH CONCRETE SCREW STEEL AS SHOWN. N m
11 3 16 x 3-1 4" ITW PFH CONCRETE SCREW STEEL i C Z
12 1 4 x 3-1 4" 111V PFH CONCRETE SCREW STEEL aTE 2121112 =
13 MASONRY — 3000 PSI MIN. CONCRETE CONFORMING TO ACI CONCRETE scKL N.T.S. °
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
16 1 4' X 2-1 4" PFH 17W CONCRETE SCREW STEEL 1 owa ar: JK
E m
20 HEADER JAMB SUGAR PINE. SG >= 0.34 WOOD DETAIL "4" CHK sw. LFS
21 3 4 K. PRESSURE TREATED SIDELITE PAD WOOD "Na
30 1 2' X 1" X 25 GA. CORRUGATED FASTENER I STEEL f FL-15225.5-68 a
SHM 4 of 6 0
d
13 1W1`
••
Pi
i ..'. �e* .. .1 " • ill 1111 =
oils
13—qT 4 �(r,', F E 9W
1X BUCK z 14
!"jLu
N 40 oaa
Q wfm Pn �Z
A p,,��
ry a; ag Z�y 2X BUCK S
INTERIOR EXTERIOR 1 c u A
INTERIOR EXTERIORSU "-
IMERIOR EXTERIOR 05
1 HEAD JAMB 2 HEAD JAMB 3 HEAD JAMB� �y
$ To 1. b4.a § To wood frame $ To 2.sub-buck '�' y
Inswing shown Inswing shown Inswing shown iim N�
c c
x
13 a a
2X BUCK +
INTERIOR INTERIOR
\ Y
4 R
B o
EXTERIOR EXTERIOR g d
JLDAWMIN. _
C-SINK
i .V MAX. 0.25'MA)(.
€ SHIM SPACE
SHIM SPACE a o a
IJS'MIN. o n
1.15'MIN.
ilM'MIN.
EMB. EMB. ^x
EMB.TYP, cATE- 2 21 12 °_z
i SOME: N.T.S.
B oan.er. JK
4 VERTICAL SIDE JAMB rg"�VERTICAL SIDE JAMB cm BY. LFS
S To 2x sub buck S To wood frame
uHo
Inswing shown Inswing shown
FL-15225.5-68 0
sx�r�ar 6 a
(J •
ice'•. ���San
INTERIOR EXTERIOR a _;
INTERIOR EXTERIOR EXTERIOR INTERIOR N Viso
�d
20
13 13 13 21 12 1,�u f1a
16 .. .. 16 Ro cyi
1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
m
6 bowing configuration_ 6 00-1mg mmguraflcn 6 m
r c` o
0
e
a a
p �m
y
i N
INTERIOR EXTERIOR EXTERIOR INTERIOR INTERIOR INTERIOR
!s 8 o
16
cd
2
^z o°
4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 66�VERTICAL CROSS SECTION SECTION DATE 2121112 ?
6 Inswing configuration 6 Outswing configuration 6 Outswing confguration wA N.T.S. 9
2 orro.er: JK 05
trot.er: LFS 3
owyme NO-
FL-15225.5-68 0
& seat 6 oR 0