HomeMy WebLinkAboutProduct Approval (6) I ' 'Pile
'Pile Copy
5/18/2017 ( , j ) \ Florida Building Code Online
lit
BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats&Facts I Publications FBC Staff l BCIS Site Map Links I Search i
-d Florida
; :~ j Product Approval
USER:Public user
Product ADDroval Menu>Product or Application Search>Application List>Application Detail r
I
°t FL# FL7347--RS '
Application Type Revision
Code Version 2014
Application Status Approved
; I
Comments
Archived
1
Product Manufacturer Thermo Tru Corporation
Address/Phone/Email 118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rickw@rwbldgconsultants.com j
Authorized Signature Rick Wright
rickw@rwbldgconsultants.com
I
_ i I
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
� l
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies I
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
,i' Evaluation Reports- Hardcopy Received
I
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 Managemefnt Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
d' Validation Checklist- Hardcopy Received
Certificate of Independence FL7347 R5 COI Certificate Of Iodependence.pdf
I
Referenced Standard and Year(of Standard) Standard Year
ANSI/AAMA/N W W DA 101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
TAS 201, 202, 203 1994
I
Equivalence of Product Standards
Certified By
Sections from the Code
d
httpsJ/www.floridabuilding.orgtpr/pr app d.aspx?param=wGEVXQwtDgtgO2Sx4jpd6WWp/p2fYOEFhx9giiDLB5x3gEk°/D3d 1/3
_ _ 3
THERMAITRU
•yam ' 10
n
THERMA TRU D® DFZS
1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7 113.25'MAX.OVERALL i ••......•• •�G\\\ �j�m
FRAME WIDTH 37 7S'MAX *
37.75'MAX. 1 1 1 Ill N z
"SMOOTH STAR" "FIBER CLASSIC _ E WIDTH FRAME WIDTHIa =- - - - -_(SIDELITE— -- - g Z °- - -Frj36
— - --- -- 6—�m� -m cIJ36.00'MAX. 2 g oa"CLASSIC CRAFT" & "CLASSIC CRAFT RUSTIC" PA" W ��P(SIDELITIETH� �� �6 m
GLAZED FIBERGLASS DOOR Ja
- ---- -- - ---- - -- ---
OUTSWING - - - - - - -- - - _ - — — - - - -
0
WZ
0
GENERAL NOTES "IMPACT" ncn 2
I. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code w w m
(FBC)structural requirements excluding the"High Velocity Hurricane Zone"(HVHZ). a e/ O m w J w
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material O
R shall be beyond wall dressing or stucco. o I o
3. When used in areas outside of the"HVHZ"requiring wind bome debris protection this product complies with N
Section 1609.1.2 of the FBC and does not require an impact resistant covering.This product meets missile CO m
A level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Secion 1609.1.2.2 of the FBC.
z L
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown for 2x buck v
masonry construction.
Lo
5. Site conditions that deviate from the details of this drawing require further engineering analysis by a w o
F licensed engineer or registered architect. N
"SMOOTH STAR","FIBER CLASSIC"
TABLE OF CONTENTS "CLASSIC CRAFT'&"CLASSIC CRAFT RUSTIC" N ?"
SHEET 9 DESCRIPTION
e 1 Typical elevations,design pressures&general notes
2 Smooth Star door panel&glazing details
n 3 Smooth Star sidelite panel&glazing details °
z
4 Fiber Classic door panel&glazing details 1-z.
m
5 Fiber Classic sidelite panel&glazing details6 Classic Craft/Classic Craft Rustic door panel&glazing details7 Classic Craft/Classic Craft Rustic sidelite panel&glazing details z
8 Horizontal cross sections OVERALL OVERALL DES`16N PRESSURE(PSF) wrE 4117108 °
a 9 Vertical cross sections SWING FRAME DiLO:DOOR/SIDELIiE j
z
10 Vertical cross sections DJMENS►ON pIMENSION, POSRIVE NEGATIVE" scnLE N.T.S.
11 Buck anchoring M.BY: AL m'
12 Frame anchoring-2X buck masonry construction OUTSWING 113.25"x 82.00" 2i.00"x 63.25' +49.2 •50.0 Cw.BY. LFS 3
13 Frame anchoring-I buck masonry construction °RAW NC N°.: In
n 14 Bill of Materials&Components
FL-7347.3 0
0
SMEEr 1 OF t 4 �
1 It r, • • r
42 Ln
41 =C) Q
46 EXTERIOR qb N• z° * °O 0
�
_�` >> ;co
z B m d
F�fzj
I U N Z
_ N v U• x z V
44
E u C, 9 p o a
INTERIOR 1 N a "� 'm D.a IP
21.00'MAX. 47 2 \ " `z°
D.L.O. 2 4 3 E
- -- -8 ---- ----- a
2 1 _ HORIZONTAL CROSS SECTION
0
oa�j
CELLULAR GLASS BIT
cD
GLAZING 1 1"THK• w m
TAPE GLASS wm m y
1/8"TEMPERED
EXTERIOR GLASS o�
O AIR SPACE o C
cli v O 2 5/32"ANNEALED a a y
EXTERIOR INTERIOR
3 GLASS
0.090"SAFLEX PVBINTERLAYER m
INTERIOR Q G1
U
DOW995 2 1/8"ANNEALED
d OR 4 GLASS v
p SIKA 552 SWIGGLE GLAZING N
€ 3 SPACER 4 v)
DOOR PANEL w o
40 Smooth Star G 1 GLAZING DETAIL 0)
h
� o
e
a -
$ 1.183" 2.375' 1.183"
aco
a o �1.54"43
1 1 z m
' DATE: 4/17/08 i
45 5�: N.T.S. °
J
DOOR 70P RAIL DOOR BTM.RAIL HINGE STILE LOCK BLOCK 43 LATCN STILE C.G.sr: AL m
42 45 47 MIN.143/8" cnK.BY. LFS 3
21 VERTICAL CROSS SEC17ON DRAWING NO.: m
n 2 FL-7347.3 a
O SHEET 2 OF 14 N
al _
46 N a
.z
•
z O�
EXTERIOR 46 �,ti• ;�� o m
��i '•. aJ�� D o m m
71 � z o m o
�.
UNOZ
- -h x d -71 9_S c.W.
lr o D.
INTERIOR 1 \ a 'm a a
o
2 4 3 2 E3 o z
S w
�d
HORIZONTAL-.CROSS SECTION—
3 cc
21.00"MAX. a
D.L.O. CEL
2 ULAR wo
3 GLAZING GLASS BIT 1 l"THK. RW M
TAPE GLASS w� ^�
1/8"TEMPERED �o o
EXTERIOR GLASS o�
AIR SPACE
� o
5/32"ANNEALED EXTERIOR INTERIOR a a
GLASS
0.090"SAFLEX PVBINTERLAYER m
INTERIOR G1
v 1 DOW 995 2 1/B"ANNEALED
1 3 OR 4 GLASS 0
SIKA 552 SWIGGLE GLAZING
3 SPACER 4 o Ln
z
w o
// G1 GLAZING DETAIL Q
N
O �
n D a u
SIDELITE PANEL 0.656" _
v 70 Smooth Star TI I ao 1.54"
I .
Ll
z DATE: 4 17/08 =c
SCALE: N.T.S.
SIDELITE STILE SIDELITE TOP RAIL SIDELRE BiM.RAIL DWG.BY.. AL
m'
71 72 73 cHK.BY: LFs 3
€ 2�VERnCAL CROSS SECTION DRAW NG NO.: m
3 FL-7347.3 aa
¢
SHEET 3 Of 1 N
O
d
1
52 !jig{rr:.;r: �Q; '• N
56 EXTERIOR 56 , '.% Z�`y. Z ¢'�� o'W
�•., Gj���T W Kl
V fY..
G
y _.(9-01 54 gt° 9m@w
Nd Ng >p OIL
♦ m Q.CL
21 00'MAx INTERIOR i
D.L.O. cz
2 4 3 2 E 0
2 3d
4 . -_ 1 _ HORIZONTAL-CROSS-SECTION -
4 3
0
0
o a�
/ v)CELLULAR
�� 00
GLAZING GLASS BITE 1 GLASS
TAPE GLASS
1/8"TEMPERED cso
EXTERIOR GLASS Ad
o O 1 AIR SPACE o 0 0 DO
7771
c 4 5/32"ANNEALED EXTERIOR INTERIOR a a
GLASS
0.090"SAFLEX PVB INTERLAYER m
INTERIOR G1
DOW 995 2 1/8"ANNEALED
OR 4 GLASS a
p SIKA 552 SWIGGLE GLAZING N
3 SPACER 4 V'
50 DOOR PANEL °w o
Flier Classic GT GLAZING DETAIL F >N
5 N !LI
a
2.375' 1.210 u
v' o 1.54"J 1.54"...
m
O 0
DATE: 4 17 08 i
�'+•' sru mE: N.T.S. 1
DWG.ar: AL m
52 DOOR TOP RAIL 55 DOOR BTM.RAIL 54 HINGE STILE 57 LOCK 53 BLOCK LATCN STYLE cHK.BY: LFS ;
MIN.1a3/a" 2 VERTICAL CROSS SECTION m
DRAWING NO.: m
'n 4 FL-7347.3 0
SHEET_L OF 14 N
O
d
/ y
.%%%
1 Gl56
EXTERIOR 56 %Ni
( ';
z e 2 m
'O� cm
....-.. :.- �.,.. brim
81
8196Ocw
a o a
210(Y'MAX INTERIOR �` � 'm a.a
D.L.O. 2 3 2 a z
2 �
8 �a
5 _—��HORIZONTAL=CROSS SECTION
4 --— - -- - - -- -
5 3 o zQ
zLl
R�� o0
CELLULAR GLAZING GLASS BITE T GLASS � u
TAPE GLASS w� w vm-
1/8"TEMPERED o n
EXTERIOR GLASS
1 AIR SPACE o w
tE ED
o
N 5 5/32"ANNEALED EXTERIOR INTERIOR a a w
'� GLASS
0.090"SAFLEX PVB INTERLAYER GI
00
INTERIOR
DOW 995 2 UW ANNEALED
OR 4 GLASS
P
SIKA 552 L(SWIGGLE GLAZING
3 N SPACER Q N
0 80 SIDELIIE PANEL °w o
FlberClassic GI GLAZING DETAIL
aj
O
K
12
g 0.656' z
1 T
1.54"
DATE: 4 17/08 2
82 SCALE: N.T.S.
M.BY: AL m
€ BI SIDEIfIE STILE ��SIDELRE TOP d BOTTOM RAIL CHK.BY: LFS 3
€ (-2`�VERTICAL CROSS SECTION DRAwMG NO.; m
FL-7347.3 °o
SHEET 5 OF 14
1� . r
1 GI
66 ^N°: ie
EXTERIOR 66 - R
21.W'MAX. �V' ��
D.L.O. • ............ ,�•�• `�` -'>°N rn
2 \``C ` o o CO o
6 o N„_
.. 4 a S ug g oa
/ INTERIOR 1 ;
2 4 3 2 aZ
O� 8 JF�a
d -_-_ _ --_` 6
10/HORIZONTAL CROSS SECTION __ -- — _ -
--- o—1 3o
0
`' O 6 0 t z
SS � 5
� CELLULARGLASS
U IV
GLAZING GLASS BRE 1 1"THK. w m
TAPE GLASS W N J
1/8"TEMPERED
EXTERIOR GLASS y a
D AIRSPACE o of yo
^, 5/32"ANNEALED EXTERIOR INTERIOR a a U�
3 60 DOOR PANEL GLASS
R Classic Craft 8
Classic Craft Rustic [� 0.09fY'SAFLEX PVB INTERLAYER G1 DO
INTERIOR v
U
DOW 995 2 1/8"ANNEALED
% OR 4 GLASS (�
SIKA 552 Lf
1.49" �{ 3 SWIGGLE GLAZING N
SPACER 4 z
G1 GLAZING DETAIL Ln
a :D z
d HINGE STYLE
4.11" w z
r—0.030 N o
,< I z
N ^Z
13
P ) {J' 1.,•. per, 1:`
DATE: 4117108 i
�
_ 65 sE: N.T.S.
2 DWG.BY: AL m
CHK LATCH STILE DOOR TOP RAIL DOOR BTM.RAIL DRAWINNG�.NO,LFS �
€ 63 64 65 2 VERTICAL CROSS SECTION m
6 FL-7347.3 0
SHEEP 6 OF 14
I Gl66
EXTERIOR
�O
91 rrr*P1
UN••
m
INTERIOR :'.` 8 §Y S oa
2 4 3 1 DL� ma`a�i
o
21.00'MAX. Oz
D.L.O. 1 )HORIZONTAL CROSS SECTION
7
3 0 "�
o 00
tnz
CELLULAR GLASS BITE 10' ��
GLAZING
TAPE 1 GLASS W� w �31
p 1/8"TEMPERED o . �w
EXTERIOR GLASS w W `J¢
AIR SPACE o ° W
0 1 a5/32"ANNEALED v=EXTERIOR INTERIOR
GAS
7
0.090"SAFLEX PVB INTERLAYER G1 m
i INTERIOR
DOW 995 2 1/8"ANNEALED
t OR 4 GLASS a
SIKA 552 3 SWIGGLE GLAZING
N
SPACER 4 z
Ln
F G1 GLAZING DETAIL Ln
90 SIDELITE PANEL
N
Classic Craft& o �
Classic Craft Rustic
< —�{ {�—0.656"
I z
T ED w z
•� � �lsa"�� 61 No
j `,FCeN.7 0
4/17/08
ti r,•, 92 SCAM N.T.S.
0
ER n f ,x: ;WG.By. AL m
SIDELRE Si1LE SIDELITE TOP d BOTTOM RAIL
91 92 cHK.BY: LFS 3
�1 VERTICAL CROSS SECTION DRAWING Na.: m
T FL-7347.3 0
SHEET 7 or E4
4,0 m
D D C :N° ri.
40 Z 00
rF
// EXTERIOR M < , �� �•� ..... .����
i11 i ° ° •�.
Z 0 co 0
ill
0 n z
U C4
U' o4M ---
- Zmo
8 o g o D.
c=
1 O X 3 O v 4 INTERIOR �° 3 a�
v
8 v 8 Sa
0
0
° _ NV
D D zW
20 �
Km W ph
HORIZONTAL CROSS SECTION
3 3 �J Shown w/1 X sub-buck
F W
U K
9 10 1-114"MIN. o
m EMB.(TYP.) 0 cD
a a
a 1-I/4"MIN.
EMB.(TYP.) 80 90 rci
9 50 60 60 50 m
10 40 40 -------
7 K U
70 EXTERIOR L 10 EXTERIOR
M - M
v. d w OZ
n Of
O
;, INTERIOR 12 7 7 INTERIOR a. Z
70
• 8 8 w)r
80
€ 20 90 _o 0
v 0.15" z a
C'SINK 15'MIN. .15'MIN. DATE 4/17/08 z
C (TYP.)
C-SINK 20 C-SINK 20 SCALE: N.T.S. °
e a 8 9
owc.BY. AL m
~ CHK.BY. LFS 3
�1 HORIZONTAL CROSS SECTION �1 HORIZONTAL CROSS SECTION �3 HORIZONTAL CROSS SECTION DRAWING NO, m
p E B g Latch jamb @ sidelite jamb $ Latch jamb@ sidelite jamb FL-7347.3 a
SHEET S CF 14'
R:\ClientAThema Tm PERMANENT\Flodda Product Approvals\FL-7347\Drawings\Cu re t\FL-7347.dwg,93
x m� v
i m O, O
Om °.a
r) z
p N O
en °a
yGO V
Z r ) n
0.1 S'
C'SINK {
(TYP-) J °.
1-1/4 MIN.
EMB.(TYP.) n
O X
--t
m 1-1/4"MIN.
A N
O O A EMB.(TYP.)
° 'v A
•o w
P F
0 m
_ y�
0]n
0 r
o f1
oN z
H m
O til °O �
n O
O
Z
p m
m
O �
m o 0
m �
�m
�A
X r
n A
�A
U O
vy �
rn
n A
o
Z O r e
A
9
1-1/4"MIN.
EMB.(TYP.)
\►11111//
// No.43409
x PRODUCT: Doeu M.Prepared By: GU 8EOF ;• `
i iHERMA—TRU Lyndon F. Schmidt �i AIOp\DR 1
to o Z V GLAZED FIBERGLASS DOOR P-E No. 43409 "'�7r�OWALt \ %
- 1,:i PART OR ASSEMBLY: BUILDING CONSULT MC.
Iv y In O 1 1 29 15 UPDATE 70 STH ED. 2014 FBC LFS TICAL P.O. Boz 230. Valrico, FL 33595
j t' m NO DATE BY CROSS RSECTIONS Phone No.: 813.659.9197
REVISIONS F13PE CA. No. 9013
®20OB R.W.BUILDING C...ULT -INC. y
i
1
R\Clients\Therma TM PERMANENT\Florida Product Approvals\fL-7347\Drawings\Curtent\R-7347.dwg,103
• I 1
C m
I •O
V OD
f m O O
G� m
m 4 .
1
I °.a
A
0
0 Z 1 .
O m °
Z A
O °d
a.
o.ls
1-1/4"MIN. CSINK e
EMB.(TYP.) ITl P•1
o m 1
X
5D 1-1/4"MIN. I
O m o f M EMB.(TYP.)
v v
O
a n
oy
= m
n
Z v Z
lO m O �.
V O
v v pN � 0- O D
m
M
FA ° o
�a
' X•�
c
�0 1
C
H
Inn
• >r y
Z
O A
Z 0 v
A
� I
vov
n
•o
� m
1-1/4"MIN.
EMB.(IYP.)
I �
t1t11111111//��
No.43409
PRODUCT: Doeummt�Pnpand By: _ aim OF �
THERMA—TRU Lyndon F. Schmidt �i,%.q•�••�0180►;e
to 4 GLAZED FIBERGLASS DOOR P.E. No. 43409 '�;�0/�
PART OR ASSEMBLY: BUILDING CONSULTANTS,I��,
lw r 0 1 1 29 15 UPDATE TO 5TH ED. 2014 FBC LFS P.O. Box 230, VDIrIcD, FL 33595
i 00 NO DATE BY CROSSRSECTIONS Phone No.: 813.659.9197
REVISIONS FBPE C-A-1 No. 9813
®ZOD8 R.W.BUILDING CoN5UL—I-S INC.
J of n
-LL \
En In
-Z z
OIL
III III U� ; U. maa T
TfPAMBS III III \ E U]
MASONRY7 ✓�JAMBS �1 � �a
— — -- -- OPENING — -- - - II11- - - — _ -- — - - -
FRAME
Cr
III SHOWN FOR III o
REFERENCE o cG
2X BUCK III III
0
III III W N
III III 0 �e
B
0:
a
III III a
III III �m
III III �
t h a
0
• N
Z
F W >O
W
BUCK ANCHORING o Of
CONCRETE ANCHOR NOTES: k2�
a 1. Concrete anchor locations at the comers may be adjusted to maintain the min. j
n edge distance to mortarjoints. 3
2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
m
maintain the min.edge distance to mortorJoints,additional concrete anchors m <
N QQ
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. �
r� 3 Concrete anchor table: _
" ANCHOR ANCMJOk TN1N MIN CLEARANCE MIN CLEARANCE z o
2 TYPE.; SIIE EMBEDMENT TO MASONRY 70 ADJACENT Dare: 4 17/08 i
:::.:........ ...... EDGE ..... ANCHOR...:.: scuE N.T.S. 9
2 1Tw DWG.BY: AL m'
~ TAPCON® 1/4" 1-1/4" 2" 4" cNK.BY: LFS 3
ELCO n DRAWING NO.;
ULTRACO ® " " " a
FL-7347.3 0
a
SNEEr 11 Or 14
�````Q�`• T •,VZ'�i N
I I I I I I I I I to
121
11
-- - ---- - - - -- - - TYP.HEAD& TYP.Q JAMB _ ---- - — -` t�-x•=•d"-- -
MASONRY z ° o
OPENING JAMBS _ _ TO JAMB ° N h g -o L a
mmaaln
�Z
FRAME 12 _ (j p \ °
Ld
z 0 - TYP.@ JAMB
TO-JAMB-- - -- - ----- -=z--
-- - ----- N `_ 2X BUCK - - - �, Ot o
�O 0 as N=
— N z�
TYP.SILL TYP.SILL au
z
sm w ¢z
oY
o (7 U
o
m
a a
a HINGE JAMB FRAME ANCHORING STRIKE JAMB
Masonry 2X buck construction m
U
V Y
N
v)
O W z
N
N
CONCRETE ANCHOR NOTES: o �
1. Concrete anchor locations at the corners may be adjusted to maintain the min. 28 L
edge distance to mortarjoints. 9
g 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 10 z
maintain the min.edge distance to mortar joints,additional concrete anchors 10
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 10 - w
a 3. Concrete anchor table: K D N o
HIIN >. MIN CLEARANCE IN.CLEARANCE: z
ANCHOR ANCHOR 10 _z
TO MASONRY Tq ADJACENT A
IYPF SIZE EINBEDMENi. EDGE .. ..:.. 27 ° 41708 o
........ . ... .....ANCHOR.
ITW SCALE: N.T.S. d
TAPCON® 1/4" 1.1/4" 2" 4" LATCH&DEADBOLTI) IL HINGE DETAIL °wc.BY. AL m'
€ 3 WOOD SCREW INSTALLATION NOTES: cHK.er: LFSri
1.Maintain a minimum 518"edge distance,I"end distance,&I"o.c.spacing of orrnVflFL-7Hc NO.:
.: 0
wood screws to prevent the splitting of wood. a
SHEEr 12 OF 14
ol
z 4c-`O� o'm
I I I I I IT I I I I �'' h�� `��
'��ii .
fig•` m
''��lllll, o
01
-- -�-- —� - -- -- r TYP.@JAMB - � T r \ g Em Z8.-
MASONRY TYP,HEAD& TO JAMB "' Q: g 9 1;c a
OPENING JAMBS - - '�a N a "� M a a
r✓ \ is a
d
FRAME 12 _ n p V E v°E Z
z — TYP.@ JAMB3a — _ -
- - - - -- - o - 1X BUCK— - -TO-JAMB- z QZ
_ o =o
O _ o 00
_ oIV) x=
1YP.SILL P TYP.SILL z
m �
I 1 ¢Q M OU
M 2
0
0
a a
c HINGE JAMB FRAME ANCHORING STRIKE JAMB m
Masonry I buck construction
re
N
N
o
>_N
W
CONCRETE ANCHOR NOTES: 28 0 �
1. Concrete anchor locations at the corners may be adjusted to maintain the min. H 9 R
e edge distance to mortarjoints.
a 2. Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to R 10 Z
maintain the min.edge distance to mortar joints,additional concrete anchors 10
may be required to ensure the"MAX ON CENTER"dimension are not exceeded. 10
3. Concrete anchor table: K 0 N o
..................
MIN CLEA(t♦4NCE MIN CLEARANCE 10 ^o 0 ANCHOR ANCHOR
TO MASONRY TO ADJACENL z n
...............:;HYPE SIZE EIIABEDMENT 27
:... ...... .. EDGE ANCHOIt;i.....: DntE: 4/17 08 z
ITW scmF N.T.S.
® 1/4" 1.1/4"
r TAPCON 2" 4" LATCHdDEADBOLTDETAIL HINGE DETAIL DWG.BY: AL m'
€ WOOD SCREW INSTALLATION NOTES:
CHK.BY: LFS 3
€
DPAWINC NO.:1.Maintain a minimum 5/8"edge distance,1"end distance,&1"o.c.spacing of m
n wood screws to prevent the splitting of wood.
FL-7347.3 0
SHEET 13 OF 1¢ �