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a°• FL# FL17347-RI
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ❑
Product Manufacturer Plastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbidgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbidgconsultants.com
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@piastproinc.com
Quality Assurance'Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
O Evaluation Report-Hardcopy Received
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 Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J.King,P.E.
I] Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R1 COI Certificate Of Indeoendence.pdf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/W DMA/CSA101/I.S.2/A440 2008
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
i a
Product Approval Method Method 1 Option D
Date Submitted 04/16/2015
Date Validated 04/22/2015
Date Pending FBC Approval 04/24/2015
Date Approved 06/23/2015
Summary of Products
Model,Number or Name Description
/ 3 a.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.1.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 R1 AE EVAL 17347.1.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.2 riberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or O)XO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.2.pdf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, FL17347 R1 AE EVAL 17347.2.1?df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.3 c.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.3.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.3 for any additional use limitations, FL17347 R1 AE EVAL 17347.3.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.4 d.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.4.1)df
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.4 for any additional use limitations, FL17347 R1 AE EVAL 17347.4.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.5 e.Fiberglass Door "Impact"Fiberglass Glazed Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.5.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.5 for any additional use limitations, FL17347 R1 AE EVAL 17347.5.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.6 f.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites()X or OX(0)Outswing/Inswing Configurations up
to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.6.odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RI II Inst 17347.6.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.6 for any additional use limitations, FL17347 R1 AE EVAL 17347.6.pdf
MA Ilation instructions and product particulars. Created by Independent Third Party:Yes
17347. y g.Fiberglass Door "Impact"Fiberglass GI oor-Single with or without
Sidelites(X,OX or XO, XO' utswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.7.1)df
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.7 for any additional use limitations, FL17347 RI AE EVAL 17347.7.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"Fiberglass Glazed Door-Double with or without
Sidelites(XX or O)0XO)Outswing/Inswing Configurations up
to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.8.pdf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.8 for any additional use limitations, FL17347 R1 AE EVAL 17347.8.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 i.Fiberglass Door "Non-Impact."Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.9.pdf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.9 for any additional use limitations, FL17347 R1 AE EVAL 17347.9.11df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.10 j.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.10.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.10 for any additional use FL17347 R1 AE EVAL 17347.10.pdf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Single with or
without Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.11.0f
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.11 for any additional use FL17347 R1 AE EVAL 17347.11.1)df
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.12 1.Fiberglass Door "Non-Impact"Fiberglass Opaque Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 8'0 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R1 II Inst 17347.12.pdf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant:No Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.12 for any additional use FL17347 R1 AE EVAL 17347.12.odf
limitations,installation instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m.Fiberglass Door "Impact"Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
�j
R R W Building Consultants, Inc. (' G►� eirrnr�' Y,
W B g Engineering Consulting and En ineerin Services for the Building Industry
C P.O.Box 230 Valdco,FL 33595 Phone 813.659.9197
Florida Board.of Professional Engineers Certificate ofAuthorizationNo.9813
ProductI I
I2015
Product
Category Sub Category Manufacturer Product Name
_
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging 5200 W.Century Blvd. Singles .
Doors Exterior Door .
Assemblies Los Angeles,CA wl or Wout Sidelites
Phone 44.0.969.9773 Inswing.I Outswing-"Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc.&Lyndon F.Schmidt,P.E.(System ID#1998)for
Plastpro Inc.,based.on Rule Chapter No.61 G20-3,Method 1 D 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 structural requirements
excluding the"High Velocity Hurricane Zone".
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 bome debris protection this product complies with Section 1609.1.2 of the FBC 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
Section 1609.1.2.2 of the FBC.
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-17347.7 require further engineering analysis by a licensed engineer or
registered architect
6. See drawing FLA 7347.7 for size and design pressure limitations.
Supporting Documents.
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390454 ASTM E330-02 Testing.Evaluation Lab.,lnc. V.K.Wright
TEL 01391140 ASTM E330-02 Testing Evaluation Labjric. V.K.Wright
TEL 01371120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton, P.E.
2. Miami-Dade NOA Materials Testing
14-0423.16 Saflex®PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.7 RW Building Consultants, Inc.(CA#9813) Lyndon F.Schmidt,P.E.
4. Calculations Prepared by Signed&Sealed by
Anchoring RW Building Consultants; Inc.(CA#9813) Lyndon F.Schmidt,P.E.
5. Quality Assurance
Certificate of Participation issued by National Accreditation and
Management Institute,certifying that Plastpro Inc.is manufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and
Guide 53.
43449
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STAT E OF -'/-U 4 Lyndon.F.Schmidt,P.E.
° ! FL PE No.43409
4/16/2015
`gam e am......>ry"'
Sheet'l of 1 �,�� <,� �;`�,�.�;,;• ,
37.5 MAX. 7625 MAX.OVERALL FRAME WIDTH
OVERALL
37.5 MAX. 3725°MAX. `Q• .f,i m
stpro
rFRAME WIDTH� FRAMEWIDTH'1rFRAMEWIDTHpla
N�Yj * �,.•� Z o m
5200 W. CENTURY BLVD. :v-. `m 7
LOS ANGELES, CA 90045 m •,,�,� �r•P ����•� Z o m o
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GENERAL NOTES 3725 tv1AX. 37.S'MAX. a a Ivyw
FRAME WIDTH'I I-FRAME VADTH�I
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1. This product has been evaluated and is in compliance with the 5th Edition(2014)
s Florida Building Code(FBC)structural requirements excluding the"High Velocity o 0 w
Hurricane Zone"(HVHZ). t a
� a a
2. Product anchors shall be as listed and spaced as shown on details.Anchor m
embedment to base material shall be beyond wall dressing or stucco. _
3. When used in areas requiring wind bome debris protection this product complies 3 3 O X O L
8 with Section 1609.1.2 of the FBC and does not require an impact resistant a
�
3 covering.This product meets missile level"Wand includes Wind Zone 4 as o O
o defined In ASTM E1996 and Section 1609.1.2.2 of the FBC. o'r ° o
4. For 2x stud framing construction,anchoring of these units shall be the same as N
that shown for 2x buck masonry construction. o
5. Site conditions that deviate from the details of this drawing require further o
engineering analysis by a licensed engineer or registered architect.
a h m
$ iABLE OF CONTENTS
SHEET@ DESCRIPTION DESIGNPRESSURE S DESIGN PRESSURE PS <
;MAX JAMB fP>7 C �' o
0 1 Typical elevations,design pressures&general notes INSWING OUiSWING '
CQNflGURATIDN FRAME' z
REINFORCEMENi o D
2 Door&Sidelite panel details DIMENSION POSITIVE, NEGATIVE: POSRIVE NEGAilVE i, ^Z
3 Lite frame glazing details X 37.5"x 98.0" N/A +45.0 -50.0 +45.0 -45.0 DATE: 10/8/14 i
4 Elevations
74.75"x 98.0" N/A +40.0 -45.0 +40,0 -40,0 5 N.T.S. 9
5 Vertical cross sections 0X/X0Dwc.BY:
JK m'
6 Horizontal cross sections 76.25"x 98.0" 2x +45.0 -50.0 +45.0 •45.0
CHIC.BY. LFS 3
0 7 Buck anchoring 112.0"x 98.0" N/A +40.0 -45.0 +40.0 -40.0 DRAVANG NO.:
8 Frame anchoring&hardware details OXO T 15.0"x 98.0" 2X +45.0 -50.0 +45.0 -45.0 FL-17347.7 °
9 Bili of materials and components o
SHEET_L OF 9 N
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0.4" DOOR SKIN FOAM CORE
1.0 EXTERIOR _V•. *
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TOP RAIL `s +:,:„;• ♦ z o v
CAP(PVC) STILE(LVL) INTERIOR STEL REINFORCEMENT LATCH STILE(LVL) CAP(PVC) (COMP.) ♦'v ,�"': �V g 9 o t a
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FIBERGLASS SION
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$ AGNpfA1 if)RER A(ODE4 (0.075°MIN.THK.) •i,t', r1 n
' 2 KWIKSET._.. KNOB:.•KF K SERIES(400)
.1 DEADBOLT: SERIES("") ��'�y+;;c:.• z
c BOTTOM RAIL
$ PLASTPRO DOOR PANEL YALE KNOB: CIRRUS 100 C (COMP.) :"r' 'Z
DEADBOLT: BV SINGLE CYLINDER uvE: 10 8 14 =
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STRUCTURAL STRUCTURAL 1/7'GLASSBITE 8 L
3A SILICONE HOT BUTYL SILICONE
5/8"GLASS BITE SEALANT 1-1/4"OVERALL GLASS THK. w
1"OVERALL GLASS THK. (ADCO)
EXTERIOR 1/8"ANNEALED GLASS EXTERIOR ,,,i,.;. I/8"ANNEALEDGLPSS k'
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$ INTERLAYER 1/8"ANNEALED GLASS -
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No.43409
PRODUCT: Doaemo to Propend By. •• :
PLASTPRO Lyndon F Schmidt ��� •••'•R�Q�'•�� ���
I FIBERGLASS DOOR P.E No. 43409
O!!!lIDAIALIIt��
$ -1 PARI OR ASSEMBLY: CMF BUILDING CONSULTANTS. INC.
I� 14 to [NO,
14 15 UPDATE TO STN ED. 2014 P'BC JK ELEVATIONS el l�Ul/ P.O.'Box 230,Valdco, FL 33595
V DATE II��DDD Ph-no No.: 813.859.9197
REVISIONS FBPE CA No. 9813
®201 4 R.W.BUILDING CONBIlLT 6 In G.
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION
$ I rcg s own Ou ng s m(Iar 5 s own O ng similar) 5 In ngg shown Ou ng similar)
2X BuckConsfiuction 1X Buck Construction 2XBuckConsfructlon
�^ NOTE: o•`: o
1.Spacing for item J @ head&sill:6"from each end, c
1®centerline,2 additional at 3"&4.5"from end D
cd
adjacent to door, a a
8 VERTICAL CROSS SECTION
5 AD su
INTERIOR EXTERIOR INTERIOR EXTERIOR
INTERIOR EXTERIOR INTERIOR EXTERIOR N
40 50 z
6 25 22 SEE NOTE 1 50 6 N
SEE NOTE 1
20 26 � 21 27 25 23 � P—
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4 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION �1 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECflON owtvre c No.: z
$ In ng siF Outsvmg sill 5 Inswing sill lnsMng sill
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FL-17347.7 6
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION o
I ng shown Out n s milar In rc shown Out n s mllar 6 bowing shown O ng similar
6 2X Buck Construction g 6 2X Buck Conshuction g v ,X suck Construction ° •• J c,
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a• J J INTERIOR
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40
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50 50 7 6 HORIZONTAL CROSS SECTION 7 g
9 6 Inswing shown Outswrng sim lar
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5 HORIZONTAL CROSS SEC17ON Back to Back Jambs ^ a
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DATE: 10/8/14 z
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E NOTE: J J owc.er: JK
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A 1.Spacing for Item J:6'from each end SEE NOTE 1 J 9 11 12 M SEE NOTE 1 cw m: L K ;
and 5 more equally spaced along 40
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6 lowing shown(outsvring similar) 6 Inswing shown outsw ng similar
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TPRO Lyndon F_ Schmidt
FTBE'RGtASS DOOR P.E No. 43409f ««.• ,t
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PART OR ASSEi1HiY: BUILDING CONSULTANTS. INC.
IV' v U1 1 14 15 UPDATE TO 5tH ED. 2014 FSC JK BUCK ANCHORING P.O. Box 230, Vairico. FL 33995
V {' NO DATE BY Phone No.: 813.859.9197
REVISIONS FBPE CA No. 9B13
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BILL OF MATERIALS 4.56° `%.� *'Tak
l,REM# DESCRIPTION MAWRiu �� 4S6° ��,• ''�, O1A 2X FRAMING(G>=0.42) WOODB 2X BUCK(G>=0.42) WOOD =Vs * itE3I u
C 1/4'MAX.SHIM SPACE z �ID 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB,) STEELp
L 244 ��2.13" 0 24 ADA THRESHOLD �,�' .E 301 OR HOLLDLP
MASONRY- O WBLOCK CONFORMING O ASTMPSI MIN.CONCRETE ING C OTO ACI CONCRETE POLY FIBER JAMB ''i��� * o Z
F #10 X 2-1/7'PFH WOOD SCREW(1.15'MIN.EMB.) STEEL "aoG 3/16"PFH CONCRETESCREW(1-1/4"MIN.EMB.) STEEL z R Z
J #10 X 2-1/7'PFH WOOD SCREW STEELfill
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u m 9 m.a
M #10 X 7'PFH WOOD SCREW STEEL \ g "� 'm a a
1 POLY FIBER JAMB COMP. :?:,>.,, . `e
5 2X REINFORCEMENT (G>=0.55) WOOD I I E o
6 DOOR SWEEP PVC I 446"--moi 4.56" a
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM 20 INSWING THRESHOLD �nn1 OUTSWING THRESNOID
9 #9 x 3/4"PFH WOOD SCREW STEEL Endura(zserles) `i Endura(zSedes)
11 4"X V HINGE STEEL ^ SIDEUTE o
12 LATCH STRIKE PLATE STEEL SIDELITE ADAPTER
13 DEADBOLT STRIKE PLATE STEEL ADAPTER O�
20 INSWING THRESHOLD ALUM/COMP o o
21 INSWING THRESHOLD w/SIDELRE ADAPTER ALUM/COMP
ALUM/COMP
22 OUTSWING THRESHOLD
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23 OUTSWINGTHRESHOLD w/SIDELITEADAPTER ALUM/COMP _
I m
24 ADA THRESHOLD ALUM o
F— I R-
25 OUTSWING THRESHOLD ALUM/WOOD 4.56" 4S6" -►{ R-
26
26 INSWING THRESHOLD AL MOOD
INSWING THRESHOLD W/SIDELRE ADAPTER �,Z0- ING THRESHOLD W/SIDELRE ADAPTER
27 INSWING THRESHOLD w/SIDELRE ADAPTER ALUM/WOOD �' Endura(zee leis) L° Endura(z-Seri.. '
40 DOOR PANEL
50 SIDELITE PANEL T� v
4.56"— 4.57'
N N
O Z
I� Q
25 OBISWING THRESHOLD 46 INSWING THRESHOLD
DLP DLP �
CONCREfEANCHORNOTES:
1.Concrete anchor locations at the comers may be adjusted to maintain the min. a
$ edge dLstance to mortar joints. I i
tl 2.Concrete anchor locations noted as MAK ON CENTER"must be adjusted to
maintain the min.edge distance to morlarlolnfa additional concrete anchors w �i
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3.Concrete anchor table: m
"ANCHOR ANCHOR MiN MLN CLEARANCE. MIM CLEARANCE: _z
TOMpSONRY TOApJACE
EMBNI
TYPB SfzE EDMENT is
EDGE........ :.. ANCHoR wh: 10/8/14 Z
ITW BUILDEX 3/16" 1.1/4" 3' 1.1 SCALE• N.T.S. °
TAPCON® 1/4" 1-1/4" 2" 47 II DM.BY.- JK m'
W ELCO 1-1/4' 1' 4' H fes— R.BY: LFS 3
5222 ULTItACON® 4.57" CH
WOOD SCREW INSTALLATION NOTES: rxwnNO Ho.:
1.Maintain a minimum 5/B"edge distance,1"end distance,&l'o.c.spacing of 27 IMSWING THRESHOLD wl SIDELRE ADAPTER FL-17347.7 °
wood screws to prevent the splitting of wood. DLP SHEEr g g n
a