HomeMy WebLinkAboutProduct Approval 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
Anchor Evaluation Report Report No.: 6.
/ i
, 2015
Product Sub Category Manufacturer Product Name
Category
Swinging
Therma Tru:Corporation "Smooth-Star"and"Benchmark by Therms-Tru"
Exterior 118 Industrial Dr 6'8 Single 8 Double Opaque or Glazed Panels w/&w/o Sidelites
Doors Exterior Door
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 AF&PA 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 fastenermanufacture,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/stiffmaterial that complies with the requirements of the FBC;
6. Positive and negative design pressure requirements for use with drawing FLA 5225.5-68 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-15225.5-08 require further engineering analysis by a licensed engineer or registered
architect.
II
Supporting Documents:
1. Test Renort No. Test Standard TesUrig 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/El 886-02/El 996-02 Testing Evaluation Lab. Lyndon F.Schmidt,P.E.
2. Drawing No. Prepared by Signed&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.
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'4"t D r Y,A n,t. yn, Lyndon F.Schmidt,P.E.
FL PE No.43409
Sheet 1 of 1 2/6/2015
THERMAITRU
66.50'MAX. Z •• J "�
105.50"MAX,OVERALL FRAME WIDTH OVERALL WIDTH
7 2 3 �1 2 3 ��' z° rte O
THERMA TRU DOORS s s s s s s ��'`• .1�
�'••.
1 19 INDU BTHIAL DR.,EDDERTON.OH 43517 /, •.••.... ••�``.` V7J1 j
I 1 1111
_ II II_ _ II II II II II II II II V N O
"Smooth-Star"and "Benchmark by Therma-Tru" rz o= -
I I I I I I I I I I I I 'I I' 'I I' 'I I' -t Em m o
Ow 4 ,1 ii 4 it ii ii ii i� i l't 12'7 5qa�
-- -- _ --- -- - - - -- - - -- - _ - 2 5 1 I I� I If I d
6'8"SINGLE AND DOUBLE OPAQUE OR-GLAZED PANELS- - - ' '� '`' '��'- �' -'
-- W= � Ir-I,- -- -II_II--�_ --'S_',- 11-='ll- e'�L --="-'-1�-- -�,__,'.__. --`- a fi- ..-
5 I it 5 II II t1j1 I II v e Co
W/&W/OUT SIDELITES s h 1� �1 1� I��I h 5 I, , 1, G=
INSWING/OUTS WING - -' I 1 I II JIII II I 1III II qn II ,nI II_ II ItI ,III
'4
J
INSULATED FIBERGLASS DOOR WITH WOOD-FRAMES � -�7-
IC_"]I �-1 -It•-51 I�jl LL-
N Z
General Notes 1 2 3 4 5 s 1 2 3 4 5 s o o f
6 6 6 6 6 6 6 6 6 6 6 6
1. This product anchoring drawing has been developed in compliance with the 5th Edition DOUBLE W/ SIDELITES OXXO SINGLE W/SIDEUTES oxo N > or-
12014)
12014)Florida Building Code(FBC)excluding the"High Velocity Hurricane Zone" J
. See the MAX DESIGN PRESSURE MAX DESIGN PRESSURE �S m d
� s 41�
Certification Agency Certificate for sizes,specifications and ratins• +55.0 -55.0 +40.0 -40.0 4m N �W
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment �I 0
to base material shall be beyond wall dressing,stucco,foam,brick and other wall 74.50"MAX. 53.00^MAX, $
coverings. 37.50 MAK• OVERALL WIDTH OVERALL WIDTH a a a
OVERALL
3. Wood screws shall be installed following installation instructions of ANSI/AF&PA NDS 2012. WIDTH t 2 3 t 2 3 m
All other fastener types to be installed following fastener manufacturers installation 5 5 5 5 5 5
instructions. ✓n
4. Fastener-embedment depths,edge distances and center-center distances shall be asi i o
I I
specified by the fastener manufacturer but in no instance shall they be less than shown in = 4 '��' '� 4 H. 4 5 F 7 a S ; ;� t�p
Sthis drawing. O 5 t 4
G1 o
e O.H. j ,11 ,I 5
5. Where shims are used,they must be a"rigid/stiffmateral that complies with the eL_� Zrn
co
requirements of the FBC. 5 s 5
I I I I I I
FW-
11
$ 6. Positive and negative design pressure requirements for use with this drawing shall be
LJ__4j
determined by others for specific jobs in accordance with the governing code. J'' t 3 t_5 t 't 3 ,11
>j -_A m
$ 7. Site conditions not covered by this drawing are subject to further engineering analysis. 4 5 6o a
TABLE OF CONTENTS 6 6 6 4 5 6 1 2 3 i757V 6 ,o
r'S 6 6 6 6 6 6 6 6 6 W
z
SHEET B DESCRIPTION SINGLE X 'z v
MAX DESIGN PRESSURE DOUBLE XX SINGLE W/SIDEUTE Ox DAM 2 0
1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE MAX DESIGN PRESSURE /21 12 z
w 2 Buck anchoring +67.0 -67,0
+55.0 -55.0
+40.0 -40.0 � N.T.S. °
2 3 Frame anchoring owc.BY. JK m'
4 Frame anchoring&bill of materials
cHlc.VY: LFS 3
5 Horizontal&vertical cross sections LOCK HARDWARE MFG d SERIES DRAWING NO.: Ir
6 Vertical cross sections KWIKSGFSIGNA S R IES 78 DEADLATCH F1-15225.5-68
KWIKSEf SIGNATURE SERIES 780 DEADBOLi N
6
SHEEP_L OF 6
..............
4
4" 4
z
Vill
II I k\ .......I
om
MULLION -MULLION
Y 7. SHOWN FOR SHOWN FOR Z,0,
TYP.' HEAD REFERENCE OPENING TYP REFERENCE -0 X Z*
OPENING TYP.
& JAMBS HEAD I I HEAD II 2E
-9 . 14.
& JAMBS & JAMBS E W 5 q I E
M IL aL
2X BUCK MASONRY MASONRY 4 11 MASONRY
NiN OPENING
2x BUCK Cz
2X BUCK a. �k
6
MULLION
01(3 I I SHOWN FOR-11 C!6
REFERENCE
it II II
II II II o z
•
•
SINGLE DOOR SINGLE W/SIDELITE -ITES
BUCK ANCHORING
BUCK ANCHORING BUCK ANCHORING
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4 4- 4 4' 4" 4"
8 C,
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OPENING TYP. HEAD I TYP. I I REFERENCE II SHOWN FOR J I I D
& JAMBS II ASTRAGAL HEAD II REFERENCE II o
NOTES: SHOWN FOR & JAMBS
1.2K buck min.S.G. 0.55. 2X BUCK-/ REFERENCE 2X- 11 II a
II X ).-
BUCK
CONCRETE ANCHOR NOTES:
t;
ns at the comers may be adjusted to maintain the min.
I.Concrete anchor locations ASTRAGAL
e edge distance to mortar joints. Il
\-
2.Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to C3
SHOWN FOR a!
.oc maintain the min.edge distance to mortariolnts,additional concrete anchorsII REFERENCE
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. -0 10
3.Concrete ncrete anchor table: 1Z U
11 DATE: 2121112 ZII IIO
.......................... ....... .................................................
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...........
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SCAM.
....... ......
N.T.S
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....... ......M
.................................. ......
. .............................................. DWG.Ery.. M
X
f1w CHK.BY: LFS
TAII)CON" 1/4" 1-1/4' 7 4" DOUBLE DOOR DOUBLE W/SIDELITES
BUCK ANCHORING MASONRY-] BUCK ANCHORING DRAVANG NO.: rc
-ELCO
URACON1/4
LT1-1/4' 1. 4" OPENING FL-15225.5-68
@ "
SHEET 2 OF
09
"D" "E.. M 9 ,. „D., A„ _ m• Yi p n
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TYP. �' •°���� ~ m
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1111 i d. i° M. W/2X BUCK 7 g E m z m o v
MULLION-/ 11 a. w ¢w MULLION W`t A INSTALLATION ^ ug 9 d cca
- - • - _ _-.Im SHOWN FOR n. - w ° c a ov SHOWN FOR_ - rnM 5 r
-
-REFERENCE - - - — -=�.Y > -- - -•w a w/1 X BUCK- - - N ' v
mda�
INSTALLATION
¢d N� n N a A W/2X BUCK INSTALLATION "� a TYP. HEAD & $ E o Z
A W/2X BUCK INSTALLATION M M JAMBS ¢
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ci - - 0 9 /IX BUCJ
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-- - 9 W/1X-BUCK-INSTALLATION - -� - - --- 0 -TYP. HEAD -N
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TYP. HEAD & JAMBS - -
SEE n n - o z
16 16 DETAIL "4" o I SEES - - wa t6 � 16 SEE o I �� o
/III I I - 16 M+ DETAIL N v - IIIc SEE - - DETAIL "1". o\ jtoy12 ` 110 5 1 z
1111 5 12 ••6„ 12 iiii DETAIL "2" �U ¢
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VIEW "C"-"C" SINGLE DOOR W/SIDELITES VIEW "E"-"E" VIEW "D"-"D" SINGLE DOOR W SIDELITE VIEW "B"-"B" SINGLE DOOR VIEW "A"-"A
SHOWN wl OPTIONAL CORRUGATED m
'lam` FASTENERS.REM/30(TYP.ALL
SIDEUTE TO DOOR JAMB CONNECTIONS) W/2X BUCK `t
& SIDELITE NOTES: ❑ INSTALLATION 2 ❑ N
1. The siderite is direct set into the jamb with(12)#8 x 2'pfh.wood screws.There are(4)at each d z
o vertical jamb,from the top down at 13.5;31",48.5'&66".There are(2)at the header at 4"from B W/1 X BUCK 11 w 0
Nthe outside comers of the frame.There are(2)at the sill,4"from the outside comers. INSTALLATION vl
2. For optional sidelite construction with staples,sidelite is direct set into the jamb with(4) /6"X ❑ ❑ u) �
13/4"16 ga.staples along each jamb(6"from ends and equally spaced thereafter).
e
CONCRETE ANCHOR NOTES:
$ 1. Concrete anchor locations at the comers may be adjusted to maintain the min. DETAIL "6" DETAIL "2" i
edge distance to mortarjoints. u,
e 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to r
' maintain the min.edge distance to mortarjoints,additional concrete anchors W/2X BUCK 2 0¢ J
INSTALLATION B o
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. a m
3. Concrete anchor table: W/1X BUCK 12 C -0
[ f ;; ARAN E z E3
INSTALLATION 1 C o
Z ti+IIN.. .EA.ItANC.is..M..1�F..Ct,E................. t
/i1V(H.....AN ICOR::-:::::::::�1M1f1::i:;i::;:::;'isi'To'..... ....:..:............:::>r>:•:r>::a.....,;..;...:...,......:....:>::: DATE: 2 21/12 :
n sr .. . Mgn�nr�r
M/ksDGIRr....... ....::.rO1AaJ..... ..: souE: N.T.S.
............... ......::..........................
...:..:............................ GE::;;:::;;;:i':i:`.:;;r::..4NGilORF;;rz': owc.BY: JK 3
TAPCON® 1/4" 1-1/4" 7' 4" 1 1 CHK.Br: LFS 3
ITyy ® DETAIL "7"7"
DRAWING NO.:
TAPCON
3/16" 1.1/4" 3" 1-1/2" DETAIL "4" FL-15225.5-68 0
� N
D SHEET 3 OF 6
IN
" PAIRS 30
7rn A" ••
3" TYP. .. �`:
L
4"� LiL I 3" � 3.. 4"--I '� f`6
I I _I I I I I Ii
'�SEE NOTE 3 II W 2X BUCKSHEET 3 II SEE DETAIL "3" A INSTALLATION N �O SEE DETAILIIW/2X BUCK ///// ���� o a m z0
W/1X BUCK �cwi _ _ w 3 II INSTALLATION °a9 o zQ - g - u xz� INSTALLATION w¢ -z W/1X BUCK �° ^ g _z o v
ASTRAGAL II MULLION NP' HEAD N = ASTRAGAL) I INSTALLATION V.�j "��..°N (� g N g 9 m`o a
& JAMBS a SHOWN FOR iTYP. HEAD & p j�^ o a
- - - - - - SHOWN-FOR -II -SHOWN_-FOR --- --- - - -_ ---- _ __ _ _---REFERENCE - JAMBS -_ - - - - - N 4 r m d D`E
-- . - _ RE I -
- - - - -
REFERENCE II REFERENCE - - —� ONLY II
ONLY II II E v°z
II _ SEE II _ c DW'.
DETAIL "4" a` -
7 6 16 II - - — ¢w - - - II SEE- o
16 v - II DETAIL
II _ 16 w e - o I 16 16 ..1,. o I y
v 12 5 II 5 N� o+ - II - o +
5 II 5 M� =oW
0
�o
w W N .-'i
C" ..E.. .A" F �� `2 4am
U 0 v`1
a
VIEW "C"-"C" DOUBLE DOOR W SIDELMES VIEW "E"-"E" DOUBLE DOOR VIEW "A"-"A" o
SHOWN W/OPTIONAL CORRUGATED a
FASTENERS.ITEM J30(M.ALL
N S(DELRE TO DOOR JAMB CONNECTIONS) }
m
W/2X BUCK2 v
INSTALLATION
W 1X BUCK
INSTALLATION 12 1 C N
F Item DESCRIPTION Material
W/2X BUCK o z
p A 10 x 2-112" PFH WOOD SCREW STEEL INSTALLATION 3 w o
� 1 Q
B 10 X 1-3 4 PFH WOOD SCREW STEEL 0
C 10 X 1 PFH WOOD SCREW STEEL W/1X BUCK 11 0
1 10 x 314" LG. PFH WOOD SCREW Hine to Frame STEEL DETAIL "1" INSTALLATION
w
2 #10 x 2" LG. PFH WOOD SCREW STEEL
CL 6
3 #8 x 2-112" LG. PFH WOOD SCREW STEELo z
4 1/4" x 2-314" PFH ELCO OR ITW CONCRETE SCREW STEEL DETAIL 113"
B ATTACH ASTRAGAL THROW BOLT w z
5 1 4" x 1-3 4" ITW PFH CONCRETE SCREW STEEL STRIKE PLATE TO FRAME Hn
¢ t4
0 9 1 4" x 3-3 4" ITW PFH CONCRETE SCREW STEEL AS SHOWN. 3
11 3 16" x 3-1 4" )TIN PFH CONCRETE SCREW STEEL0
12 114" x 3-114" ITW PFH CONCRETE SCREW STEEL 1 C �z
MASONRY - 3000 PSI MIN. CONCRETE CONFORMING TO ACI DATE: 2/21/12 i
13 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE SCALE.- N.T.S. °
16 1/4" X 2-1/4" PFH ITW CONCRETE SCREW STEEL 1 DWG.BY.. JK m'
20 HEADER JAMB SUGAR PINE, SG >= 0.34 WOOD
21 3 4" THK. PRESSURE TREATED SIDELITE PAD WOOD DETAIL "4" CHK.BY: LFS
DRAWING NO.:
30 1 2" X 1" X 25 GA. CORRUGATED FASTENER STEEL FL-15225.5-68 0
SHEET 4 OF 6 N
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22 SHIM SPACE'
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x r $ $ PRODUCT: Documrrnb Pnp—d By:� 8D17EOF 1 `
I i " THERMA-TRU Lyndon F. Schmidt ����•••.• (>rylpw `��
la o 2 w FIBERGLASS DOOR P.E. No: 43408
r- -s PART OR ASSEMBLY: ���BUILDING CONSULT�NC.
in �1 z in 1 2 OS 15 UPDATE TO 5TH ED. 2014 FBC LFS HORIZONTAL & VERTICAL GDVY' P.O. Box 230• Valrioo• FL 33595
NO DATE BY Phone No.: 813.859.9197
REVISIONS CROSS SECTIONS FBPE CA No. 9813
®201 2 R.W.BUILDING CONHULTANTe INC.
In
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'�tttlt*11 j1`` OOa0d
INTERIOR EXTERIOR - -0 x z d
INTERIOR EXTERIOR A�XTERIORINTERIOR n z Ih g =g 9 m°°c w
- Oz20 n: ` EiiZ
o 0
13 13 21 1279
a 00 0
seo P-
- E 68
VERTICAL CROSS SEC71ON_ 2 VERTICCROSS SECTION _VERTICAL CROSS SECTIONAL m �'
b Inswing configuration b Outswing configuration bm N0
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V K
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S INTERIOR EXTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR w _4
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za 1bza za
1 5 13 0
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13 m
W Q
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VERTICAL CROSS SECTION_ 5 VERTICAL CROSS SECTION �6 VERTICAL CROSS SECTION DATE: 2121112 °
Inswing configuration b Outswing configuration k,,!_)Outswing configurafion
scauz: N.T.S. �
owD.ar: JK m
CHK.BY. LF$ 3
DRAYANG NO.:
FL-15225.5-68 0
p
SHEET 6 OF 6 W
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