HomeMy WebLinkAboutProduct Approval (6) R �,_IVED
R WOCT 2 4 2Q17 R W Building Const , I
ITTING Consulting and Engineering Services QW13 �ldi�g Inft* r
P.O.Box 230 Valrico,FL 33595 Pgjne 813;599144 N r.
St. Luci ounty, FL
Florida Board of Professional Engineers Certificate of Authorization No.9813
Reporti
Oefoher 21.2016
Product Sub Category Manufacturer Product Name
Category
Therma-Tru Corporation Fiber-Classic and Smooth-Star
Exterior
Swinging 118 Industrial Dr p g g Composite Edge Glazed Fiberglass Double Door
Exterior Door w/or wiout Sidelites
Doors assemblies Edgerton,OH 43517
Phone 419-298-1740 Inswing/Outswing
"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.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 5th Edition(2014)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 Florida Building Code 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 Section 1609.1.2 of the
FBC and doesnot require an impact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in
ASTM E1996,and Section 1609.1.2.2 of the FBC.
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-20470.9 require further engineering analysis by a licensed engineer or
registered architect
7. Outswing configurations using Coastal Sill(Item#19)and Composite Sill(Item#16)under active doors and all sills used under sidelites
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.
8. See drawing FL-20470.9 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 01460132 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01460144 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
TEL 01460030 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Wendell W.Haney,P.E.
TEL 01460105.1 TAS 201,202&203(94) Testing Evaluation Lab.,lnc. Lyndon F.Schmidt,P.E.
2. Miami-Dade NOA Materials
15-1201.11 Saflex Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by �%%J111ie11111,e Signed&Sealed by
No.FL-20470.9 RW Building Consultants, Inc.(CA#9813) e®�, �C#-DI4jj�TLyndon F.Schmidt,P.E.
4. Calculations Prepared by e� �'•'•G E N °°• ei Signed&Sealed by
Anchoring RW Building Consultants, Inc.(CA#9813) `®0 '°�'� °•° �Ilyndon F.Schmidt,P.E.
ASTM E1300 Glass Load Lyndon F.Schmidt,P.E. No 43409 *e
5. Quality.Assurance
Certificate of Participation issued by National Accreditation and 'O
•'9^ STATE OF
Management Institute,certifying that Therma Tru Corporation is d
manufacturing products within a quality assurance program that compliesees °4 R,O P, ��,�
O
with ISO/IEC 17020 and Guide 53. is S °•°•••° Lyndon F.Schmidt,P.E.
''®sosB�Ft�A`o �`�� FL PE No.43409
10/21/2016
Sheet 1 of 1
74.75'MAX.O.A.FRAME WIDTH
THERMANTRU" _ I = n
DOORS15,
FT
Fiber-Classic. & Smooth-Star. 3 3 /till ����•�` Z a
°un •:Z
OO e c Z xZU
COMPOSITE EDGE o N o
9 0
GLAZED FIBERGLASS DOUBLE DOOR . W
�W C4
i
pp W
w/ or w/out SIDELITES
INSWING/OUTSWING
,IMPACT'
8 = N
Z
GENERAL NOTE152.75MAX O.A.FRAME WIDTH O�c; o
1. This product evaluation drawing has been developed in compliance with the 5th Edition(2014)Florida Building Code
c (FBC)including the"High Velocity Hurricane Zane"(HVHZ).
oz
37.5'MAX. ¢ Q"
Q 2. Product anchors shop be as listed and spaced as shown on details.Anchor embedment to base material shah be FRAME WIDTH 74.75 MAX.FRAME WIDTH--{ Z
W C7
gbeyond wall dressing or stucco.
LL 3. When used in the"HVHZ'this product complies with Section 1626 of the FBC and does not require an impact resistant ~ W K
o, covering. /;�/ i;�/ ;;/ i;� 0 r d
0
g 4. When used in areas outside of the'HVHr requiring wind bome debris protection,this product complies with Sect on z
D" Z i i
1609.12 of the FBC and does not require an impact resistant covering.This product meets missile level" and includes ? >
d wind Zone 4 as defined in ASTM E 1996 and Section 1609.122 of the FBC. o Z O? m
O
E 5. For 2(stud framing construction,anchoring of these units shah be the some as that shown for N buck masonry i
construction. w L,
f y L O ® O
KW
ti 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer m w
= or registered architect. m
7. Outswing configurations using Coastal Si(item#19)&Composite Sill(Rem If 16)under active doors and all sills used
8 under sidelites meet water infiltration requirements for HVHr.All other configurations do not meet the water Infiltration
requirements for the"HVHr and shop be Installed only in non-habitable areas or at habitable locations protected by r
an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees.
a TABLE OF CONTENTS i
SHEET It DESCRIPTION
$ 1 Typical Elevations,Design Pressures&-General Notes ''
w z
d 2 Door Panel Details o
3 Sideflle Panel Detoils
z
° 4 Elevations DESIGN PRESSURE(PSI) DESIGN PRESSURE(PSI) 0 0
5 Horizontal&Vergcal Cross Sections(2)(Buck) LOCK INSWING OUTSWING z a
6 Horizontal&Verticil Cross Sectors 1 X Buck) CONFIGURATION HARDWARE /02 T 6 3 o
7 Horizontal&Verticd Cross Sections(Direct to Masonry) POSITIVE NEGATIVE POSITIVE NEGATIVE DATE:OB
D
8 Vertical Cross Sections(Thresholds) xX,OXXO Latch&DeadboR +50.0 -50.0 +50.0 -50.0 owc s: N JK m
Eli 9 Buck Anchoring
2 10 Frame Mchoring XX,OXXO Multipoint +$$,Q -$$.Q +55.0 -55.0 CHK.e: LFs
11 Hardware Details DrawhNG No.'
m
€ 12 Glazing Details See Sheet 4 for Hardware Specifications FL-20470.9 0
13 Components SHEETf Or 14 N
14 Bill of Materials — _ g
V
K
0.7" GT EXTERIOR 3.6"
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INTERIOR LOCK STILE COMPOSITE //// 1 Ill ��� > u
COMPOSITE HINGE STILE STEEL REiNFORCEME CAP a m z°
CAP (ENGINEERED WOOD) (0.023"THK.) (ENGINEERED WOOD) S a
1 HORIZONTAL CROSS SECTION z ;z°
2"DIA.MAX. 2 0.406' G1 EXTERIOR 3.6" "� u g 9 m c w
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DETAIL A-A STEEL REINFORCEMENT INTERIOR COMPOSITE
PANEL REINFORCEMENT LOCK STILE
28.86%OPEN COMPOSITE HINGE STILE STEEL REINFORCEMENTENGINEERED WOOD) CAP
(0.023"Thick Steel) AREA MAX. CAP REINFORCEMENT (
ENGINEERED
WOOD) (0.023"THK.) 2 HORIZONTAL CROSS SECTION Z)o o wo
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r 'k#8 X 2.5'PFH WS(TYP.@ EACH DOOR CORNER) V)g m 7d
TOP RAILit N
RE/
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PANEL WIDTH PANEL WIDTH PANEL WIDTH
0 3 3 4 c o a a
2 2 2
* #I # * * *I FOAM CORE m
(POLYURETHANE-
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0
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0 0
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FIBERGLASS SKIN DATE 08102116 z
(0.073 THK0
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F I BOTTOM RAILGWG g+'+ KK o
I- 1.71" (COMP.) 1.71" yI CNK.BY. LFS 3
I* u *I I* o * I* *I 3 VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION DRAWING NO,
DOOR PANEL 4T DOOR PANEL 42 DOOR PANEL 2 Z FL-20470.9 0
BOOK � Ul DGGE sNEET 2 aE 14 a
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r THERAIIA—TRU Lyndon F. Schmidt �� ••••••,
Iw No o Z\ FIBERGLASS DOOR P.E No. 43409 AL
I \�
` -i N PART OR ASSEMBLY: GD BUILDING CONSULTANTS,II��.ittt`
\ SIDELITE PANEL DETAILS f P.O. Box 230. Volrloo, FL 33595
10 m NO DATE BY Phone No.: 813.659.9197
REVISIONS FOPE C.A. No. 9813
02016 R.W.BUILDING CONSULTANTS INC.
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a HARDWARE TABLE
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6 ` SCHLAGE KNOB: F51
DEADBOLT: B60 u
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< KWIKSET KNOB: SIGNATURE SERIES SCALE: N.T.S.
DEADBOLT: SIGNATURE SERIES(980) D,GJK m
2CHH.er: LFS 3
Fiber-Classic/Smooth-Star Door Panel Options HOPPE MULTIPOINT:MPDG58
Et.Manual Shootbo8 DRAWING ND.: ¢
Panel options shown are for illustration and are representative only (THERMA-TRU) (3 P ) FL-20470.9 m
(similar glazed panel configurations are allowed( o
sHEEr 4 or 14
3
v
1.15MIN. Notes:
EMB,(TYP.) 1.Sidelite assembly screws located 6'from each end and S more screws O:' ���`L111►►►
E equally spaced between(7 screws total per side jamb).
B
E 2.Sideite assemblyscrews located 3"from each end d at centerline *
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C B (3 screws along head jamb).
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�0.15"C-SINK C LD ��♦ ��� omw
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LL EMB.(TYP.) o �I O xo
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SEC17ON
$ Shown w 2X Buck 5 Shown w/2X Buck 3 VERTICAL CROSS SECTION a a
Outswing shown(Inswing sirrular) Outswing shown(Inswing similar) Shown w/2X Buck
u Outswing shown(Inswing similar) m
1 L 88 T D
1 E v
> ° v z
= v o
SEE NOTE 1 207 of
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25 6 B —
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SEE NOTE 2 m
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z ___ 25 11 50 z DATE:08102116 z
50 L 23 40 41 42 27 40 41 42 v— scxE N.T.S. °
29 40 41 4 TOR DWG.BY: JK M
CHK.BY: LFS ;
5 HORIZONTAL CROSS SECTION 6 HORIZONTAL CROSS SECTION \ °RAWNG Ko.:
€ 4 VERTICAL w/2 CROSS SECTION °
' S Outswing shown Inswing similor) 5 Outswing shown(Inswing siml ) 5 �
C Shown w/2X Buck � FL-20470.9 a
Outswing shown(Inswing similar) sNa r 5 or 14
v
Illluulrrrri
Notes: A,
1.Sidelte assembly screws located 6"from each end and 5 more screws Q' •:,Tl►
equally spaced between(7 screws total per side Jamb).
2.S'ideGte assembly screws located T from each and&at centerline
(3 screws along head jamb). V.&K n
E :d%• ;•fig. °
om
err 11 1111 11 N Orl
V V C4
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A C ra S
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4Wm p u mg d�a
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Ca
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J . 1 EXTERIOR INTERIOR cm
o �x
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6 Ln > �z
3 VERTICAL CROSS SECTION cc"
o G g INTERIOR • 6 Shown w/1 X sub-buck Outswing shown(Inswing similar) m N
• NN
a j =0
LL 0 U
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IOR
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EXTER25 •� °
23 24 SEE NOTE 1
N 1-114°MIN. 29 40 41 42 A
> EMB.(TYP.) 1 z
0 1-114"MIN. 0
C z d inEMB.(IYP.) A in
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION m
6Shown wl I X sub-buck 6 Shown w/i X sub-buck 25
$ Outswing shown(Inswing sirrmlar) Outswing shown(Inswing similar)
a SEE NOTE 2
c ?
8 50 z
a'
s EXTERIOR INTERIOR z
O a
z �
Z wre:
08102116 z
4 VERTICAL CROSS SECTION N.T.
6 Shown w/1 X sub-buck owc.ar: JK Q
Outswing shown(Inswing similar)
CHK.rn: LFS ;
DRAWING NO.:
m
� FL-20470.9 0
N
sNm 6 a 14 �
G
f
W
tttllil lll!///
40
MAX. I.5" 1 S � $
1.25" E` MAX. \ MAX. z�
E MIN I I _" 7 m r r.
E - MIN E MIN
III lit%tt H
C 1 qE�XTER10RIN.TERI0R
1 C 1 �0 BoZ
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40 41 42 50 mm a`a
25 Z'
SEE NOTE 2 E v°Z
EXTERIOR INFERIOR b BEd
M EXTERIOR INTERIOR
T
O
rZ
3 VERTICAL CROSS SECTION 8o
g 7 Shown Direct to Masonry 5 VERTICAL CROSS SEC17ON 6 VERTICAL CROSS SECTION o w
Outswing only w/4-9/16'jamb ] Shown Direct to Masonry 7 Shown Direct to Masonry o >o
oDouble Door Only(N/A w/Sidelites) Outswing only w/6-9/16 jamb Outswing only w/6-9/16'jamb m ��
Notes: u u W ��
1.Sidelte assembly screws located 6"from each end plus 5 more w o
$ equally spaced between(7 screws total per side jamb).
�m a Q:n
2.Sidelte assembly screws located 3"from each end 3 at centerline o =o
(3 screws along head jamb). w
aED
� N
a
:n t �, t
—� C — C 1 C
8
z
Iv f HTERIOR H:2
> 40 41 42 z
TERI
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INTERIOR INOR a Qa N
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N 40 41 42 50
9M ° M ° N
r 1-1/4"MIN. a z
EMB.(TYP.) -
a
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Q t
E EXTERIOR E ° o
Z
1-1/4"MIN. SMOR EXTERIOR 25 E z v
W EMB.(TYP.) SEENOTEI 1-1/4"MIN.
DATE: 8/10/16 i
0
EMB.(TYP.) scAm. N.T.S. d
2 (E�S—h�—DVecfto
ORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION
_2 HORIZONTAL CROSS SECTION DWG.m"' JK m
wn Malo 7 Shown Direct to Masonry �Outswing onl wn Direct tw/ 9/16 amb 01K LFS
n�. 9 ly 1 DR�ft4 No.:swing only w/4-9/16 Iamb Outswing only w/6 9/16 Iamb o
Double Door Only(N/A w/Sidelites) FL-20470.9 0
srEEr 7 or 14
Y
����ttrlrri�ii
Notes: ����,� •. �����
1.Sill Item#'s 17,18.32,34,35,36,37,38&39 are attached to jambs w/(3)#8 X 2-1/7'pfh screws at each end. Q;
SRI Item#'s 16&33 are attached to Jambs w/(2)#8 X 2-1/7'pfh screws at each end.
Sill Item#15 4 attached to jambs utilizing(4)#10X 1-1/7 pph screws at each end.
2.Sidelite assembly screws located Y from each end&at centerline(3 screws along sill). "C7'
L @':O` 5
:vi
INTERIOR EXTERIOR INTERIOR EXTERIOR ������rttllt����``�� N °w
V y� 8nmz°N •;
ry Em z azo
40 41 42 40 41 42 9VIA
8 EXTERIOR INTERIOR a y 9 o t a
16 17 18 19 mesal°
38 39 32 33 34 35 36 37 40 41 42 7 EE 0?
SEE NOTE 1 E SEE NOTE 1 E da
d) SEE NOTE 1
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wU WP=z
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J K W
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2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
1 VERTICAL CROSS SECTION -m a a
Inswing Sill $ Inswing Sill $ Outswing S81
V i m
0
INTERIOR EXTERIOR
V
SEE NOTE 2 25 50 EXTERIOR INTERIOR
EXTERIOR INTERIOR rn
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32 33 34 35 36 37 38 39 SEE 25 50 16 17 18
8 40 41 42 77 75 �
10
b 15 76 E
E E
t SEE NOTE 2
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DATE 08 102116 0
f z n Z o —LF N.T.S.
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4 VERTICAL CROSS SECTION �m 5 VERTICAL CROSS SECTION \" r6 VERflCAL CROSS SECTION °RANANC NO,
$ Public Access SRI = g Inswing Sill FL-20470.9
$ Outswing SBI a°
sir 8 OF 14
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PRODUCT: Dooumantb Prepared By: 3W8 OF
'r THERMA-TRU Lyndon F. Sohmldt '••.!RORfO�'.�'
I(o N) 3 Z o FIBERGLASS DOOR P.E. No. 43409 ���i���/
r '4 ` --1 N PART OR ASSEMBLY: BUILDING R-0
CONSULTANTS, �NL�
IA rn NO DATE BY BUCK ANCHORING J�•• phone oNo� 815. 85931930. Valdco 7 33595
REVISIONS FBPE CA No. 9813
2016 R.W.BUIIOnaG Cr] U-TH 110.
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7 r m THERMA-TRU Lyndon F. Schmidt
tN FIBERGLASS DOOR P.E. No. 43409
o o 2 0 T`o
$, v r ` y N PART OR ASSEMBLY: GD BUILDING CONSULTANTS,
N \ �P.o. Box 230, Valrieo, FL 33595
FRAME ANCHORING
I-0- co rn NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
2016 R.W.BUILDING CGNeu LTP.NTO INC.
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HINGE DETAIL DATE:08102116 i
a G DETAIL2 ]9 scALE: N.T.S. 9
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Outswing Mumpolnt Lock Strike Plate®SIB _
` Coastal Astragal InsveStrike Plate®Sr9 Astragal Bolt Hole®Sill DRWNO NO.:LFS m
MULTIPOINT LOCK STRIKE DETAILS FL-20470.9
y LATCH&DEADBOLT STRIKE DETAILSN
sNEEr
11 or 14
c
`�tlnnu►b�
EXTERIOR n
CELLULAR 112"GLASS BITE = * '` p
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DOW 995 0.090"PVB INTERLAYER VVV o ` N t m a a
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SIKA 552 z
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Inswing Moderate C6rate SO 13/8" 1.91"—� m
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0 0 o SIDELRE SPACER IDEL/TE SPACER SIDELITE SPACER ORAS NO,
8 SWEEP 9 SWEEP �� SWEEP 75 � 76 �t 77 Mswhg FL-20470.9 0
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BILL OF MATERIALS BILL OF MATERIALS
letITEM i DESCRIPTION MATERIAL REM• DESCRIPTION MATERIAL __:�' J $
a.
A 1 X BUCK(SG>=0.42) WOOD 25 #8 x 2 1/7'PFH WOOD SCREW STEEL i ?
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 z'n='
D 1/47 X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE STEEL '**1111r►► ►►►F, qq co
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MASONRY 3,000 PSI MIN.CONCRETE CONFORMING TO ACI 29 4"X 4"HINGE STEEL z o 0 0
E 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 32 INSWING THRESHOLD ALUM/COMP \D&o o N 1
G 3116'X 3-1/4"ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP \ e E. z m o u
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 34 INSWING THRESHOLD ALUM/COMP \ \ d `" 'm as aa.
1/4"X 3 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 35 INSWING THRESHOLD ALUM/COMP
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4L #10 X 2 1/7'PFH WOOD SCREW(1.15"MIN.EMBEDMENT) STEEL INSWING THRESHOLD ALUM/COMP Z
3/16"X 2-1/4"ITW CONCRETE SCREW STEEL 37 INSWING THRESHOLD ALUM/COMP
a
N 3/16"X 23/4"ITW CONCRETE SCREW STEEL INSWING THRESHOLD ALUM/COMP
P 1/4"X 2-3/4"PFH ELCO CONCRETE SCREW STEEL 39 INSWING THRESHOLD ALUM/COMP
1 JAMB(FINGER JOINT PINE) WOOD 40 DOOR PANEL(BOOK)
6 WEATHERSTRIP(MEDIUM REACH) FOAM 41 DOOR PANEL(HYBRID) �o
7 WEATHERSTRIP(LONG REACH) FOAM 42 DOOR PANEL(U1)
r 8 SWEEP VINYL 50 SIDELITE -
>? 9 SWEEP(USE W/MODERATE CLIMATE THRESHOLD) VINYL 75 SIDELITE SPACER(INSWING) PVC W N o
10 SWEEP(USE W/PUBLIC ACCESS THRESHOLD) VINYL 76 SIDEUTE SPACER(OUTSWING) PVC m
11 #10 X 1-3/4"PFH WOOD SCREW STEEL 77 SIDELITE SPACER(INSWING)-MODERATE CLIMATE SILL PVC o
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15 PUBLIC ACCESS THRESHOLD ALUM 78 MULTIPOINT LOCK STRIKE PLATE Col HEAD STEEL a a
16 OUTSWING THRESHOLD ALUM/COMP 79 MULTIPOINT LOCK STRIKE PLATE @ SILL STEEL
17 OUTSWING THRESHOLD ALUM/COMP 80 ASTRAGAL STRIKE PLATE STEEL m
18 OUTSWING THRESHOLD ALUM/COMP 88 2X MULLION(SG>=0.55) WOOD
19 COASTAL OUTSWING THRESHOLD ALUM/WOOD
C 20 COASTAL ALUMINUM ASTRAGAL ALUM
423 #10 x 3/4"PFH WOOD SCREW STEEL En
= 24 STEEL
#10 x 1"PFH WOOD SCREW CONCRETE ANCHOR NOTES: Z
1.Concrete anchor locations at the comers may be adjusted to maintain the min. Fn
edge distance to mortar joints.
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to ensure the MAX.ON CENTER"dimension are not exceeded.
S 3.Concrete anchor table:
3
Q MIN.CLEARANCE MIN.CLEARANCE
ANCHOR ANCHOR MIN.
iO MASONRY 70 ADJACENT 4-.-.
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TYPE SIZE EMBEDMENT EDGE ANCHORIn
ITW
TAPCON* 1/4" 1-1/4" 2" 4• o U
ELCO i ULTRA ONo 1/4" 1-1/4" 1" 4 aTE:08102116 u
1iW • 3/16" 1.1/4" AS SHOWN 1-1/2" SCALE N.T.S. 4
TAPCON °"'c.BY: JK m
WOOD SCREW INSTALLATION NOTES: a«.BY.. LFS 3
E 1.Maintain a minimum 5/8"edge distance,)"end distance,6 1"o.c.spacing of �
wood screws to prevent the splitting of wood. FL-20470.9 a
15 SN¢r14 or 14