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FL# FL17347-R1
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@plastproinc.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
I] 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.
21 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/WDMA/CSA101/I.S.2/A440 2008
ASTM E330 2002
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
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
FL# Model,Number or Name Description
17347.1 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.odf
nstructions and product particulars. Created by Independent Third Party:Yes
7347.2 b.Fiberglass Door "Non-Impact"Fiberglass Glazed Door-Double with or
without Sidelites(XX or OXXO)Outswing/Inswing
Configurations up to Nominal 6'8 in Height
L.mis of Use Installation Instructions
Approved for use in HVHZ:No FL17347 RI II Inst 17347.2.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 17347.2 for any additional use limitations, FL17347 R1 AE EVAL 17347.2.odf
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 17347.3.1)df
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 RI II Inst 17347.4.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 17347.4 for any additional use limitations, FL17347 R1 AE EVAL 17347.4.1)df
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.5e.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 RI 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.odf
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(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 17347.6.odf
Approved for use outside HVHZ:Yes Verified By: Lyndon F.Schmidt,P.E.43409
R W R W Building Consultants, Inc.
BConsulting 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
Product /n Report Report No.:
Date: April 15, 2015
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging 5200 W.Century Blvd. Doubles
Doors Exterior Door
Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing/Outswing-"Non-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 borne debris protection this product is required to be protected with an impact resistant covering
that complies with Section 1609.1.2 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-17347.2 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FLA 7347.2 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testing Laboratory Signed by
TEL 01391144 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390244 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390410 ASTM E330-02 Testing Evaluation Lab.,lnc. V. K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,Inc. William B.Shelton,P.E.
TEL 01391248 ASTM E330-02 Testing Evaluation Lab.,lnc. V.K.Wright
2. Drawing No. Prepared by Signed&Sealed by
No. FL-17347.2 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.
4. 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 �,,��%�a a$ °;r��er
Guide 53. ��g$ 'St;r��1�/ -r!.
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STATE OF
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Lyndon
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No.43409
Sheet 1 of 1 sgoeljrfiis a�at 4/16/2015
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plastpro
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200 W. CENTURY BLVD. 74 MAx.ovERAUFRAME WIDTH �N z°
LOS ANGELES, CA 90045 '��� � *• `�� Mg.O oD o
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GLAZED FIBERGLASS DOORS X 0 X AE oZ
DOUBLES ? 8 2 0:
w/ or w/o SIDELITES °
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N GENERAL NOTES E
148.5"MAX.OVERALLFRAME WIDTH Q ¢L
m i. This product has been evaluated and is in compliance with the 5th Edition 3725'MAX, K "vii
d I 74"MAX.FRAME WIDTH
(2014)Florida Building Code(FBC)structural requirements excluding the I~ FRAME WIDTH o
"High Velocity Hurricane Zone"(HVHZ). TI�� a a
~ 2. Product anchors shall be as listed and spaced as shown on details. I . m
Anchor embedment to base material shall be beyond wall dressing or 5 m
stucco. 23w L)
3. When used in areas requiring wind bome debris protection,this product is w z O X o X O o
3 required to be protected with an impact resistant covering that complies
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with Section 1609.1.2 of the FBC, pS5 � °
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UI
F 4. For 2x stud framing construction,anchoring of these units shall be the
same as that shown for 2x buck masonry construction. L I Ll
5. Site conditions that deviate from the details of this drawing require further a
engineering analysis by a licensed engineer or registered architect. °
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TABLE OF CONTENTS S.f_'
SHEEN DESCRIPTION +
1 Typical elevations,design pressures&general notes MAX DESIGN PRESSURE DESIGN PRESSURE, .-z
2 Door&Sidelite panel details
3 Lite frame glazing details CONFIG FRAME (PSF) (PSF) w 10/8/14 =
INSWING OUTSWING
TE 4 Elevators DIMENSION POS;: NEG;; POS.,£; NEG.::' scA� N.T.S.
W 5 Vertical cross sections MG.BY. JK 'm
a 6 Horizontal cross sections XX 74 0 !_L2
0" +47.0 -47.0 +47.0 -47.0 CHK.ev: LFS 3
e 7 Buck anchoring OXXO 148.5"x 82.0" DRAWMO NO.:
8 Frame anchoring&hardware details
FL-17347.2 °
9 Bill of materials and components N
SHEEr OF 9
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0.71 EXTERIOR
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CAP(PVC) HINGESTILE(LVL) • LATCH STILE(LVL) CAP(PVC) _ ffffll*I PLL��%% m z°
INTERIOR
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(COMP.) S E a u 9 o a
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DEADBOtr SERIES(660)
`�� SCNLAGE HANDLE SET:"P'SERIES(F60) a N Z
o ^ DEADBOtr 7SERIES(F60) 8 p
u SCHIAGE KNOB: "f"SERIES(F10) .• N
DEADBOM 'B"SERIES(B60/62) FOAM CORE 9
SEE DOOR LOCK KNoe: CIRRUS 100 c (POLYURETHANE
YALE 1.9 PCF MIN.)
HARDWARE TABLE DEADBOti: B20SINGLE CYLINDER a
fTBERGLASS SKIN i
(0.075'MIN.THK.) •; 1! m
2
w m
$ PLASTPRO DOOR PANEL BOTTOM RAIL r p
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50 PLASTPRO SIDEUFE PANEL DAM 10/8/14 zo
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2 FL-17347.2 a
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23.88"MAX.
FRAME WIDTH !✓ -t'
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GLASS BITE 3/8 318 GLASS BITE E, S
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INTERIOR 1/7'OVERALL GLASS 7HK. INTERIOR 1/2 OVERALL GLASS THK.
1/8"TEMPERED GLASS 1/8"TEMPERED GLASS
e AIR SPACE z
$ AIR SPACE
ti 3
1/8"TEMPEREDGLASS 1/8"TEMPERED GLASS ^a j
EXTERIOR HOT BUTYL SEALANT(ADCO)
ALUMINUM SPACER m
CONTINUOUS 0 Z
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REDI-SEAL GLAZING COMPOUND EXTERIOR z G
METAL SPACER DAM 10/8/14
smz 2A 3A
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OMWING NO.:
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No.43409
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Prapar.d BY:',
�.n PLASTPRO Lyndon F. Schmidt 'moi,;%� ..•'
FIBERGLASS DOOR P.E. No. 43409
v? Z ���1111111t���
PARI OR ASSEMBLY: VK BUILDING CONSULTANTS, INC.
1 4 74 15 UPDATE TO 57H ED. 2014 FBC JK e/1�W P.O. Box 230, Vcirtco, FL 33595
Ilo N NO DATE BY ELEVATIONS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0 2101 4 R.W.BUILDING CONSUL ANTB INC.
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INTERIOR EXTERIOR INTERIOR EXTERIOR .• o y
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1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 3 VERTICAL CROSS SECTION m �
In ng shown Ou ng similar) $ In ng shown lou ng sim lar $ I rc ho Ou ng simi ar vWi
5 2X Buck ConshucEon 1 X Buck Conshuctlon 2X Buck Conshuctlon D am
NOTE:
1.Spacing for item J @ head&sill:G'from each end, 8 VERTICAL CROSS SECTION 0
1®centerrine,2 additional at 3"&4.5'from end $ ADA Sid s
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adjacent to door.
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INTERIOR EXTERIOR INTERIOR EXTERIOR
INTERIOR
INTERIOR EXTERIOR EXTERIOR o
J 50 N z
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6 25 22 40 SEE NOTE 1 J 50
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D D D D sME, N.T.S.
MO.BY.. JK m
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e 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION DwAw He NO.:
LFS e
$ Inswing sill $ Ou svnng sill $ Inswing sill $ Inswing sill FL-17347.2
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INTERIOR 50 9 INTERIOR
J 9 11 9 11 y
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION oo
8 m
6 nswmg s own(Ou swing s milar 6 InSwn.shown Oufsw ng similar 6 Irinving shown Oufsw ng s milar & z
2X Buck Conft:fion 2X Buck Consfruction 1X Buck Construction rn J
m BL"
NOTE: ag BL"
1.Spacing for item J:6"from each end c
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and 3 more equally spaced along oo
sidelffe jamb(5 total). o
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0.15" C
C'SINK
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50 33 SEE NOT 1 z
40 8 J B ur
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SEE NOTE 1 11 12 40 z a c
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6 HORIZONTAL CROSS SECTION s� N.T.S.
5
HORIZONTAL CROSS SECTION owc.er: JK m
6 Inswing shown Outswing s mi ar (41 HORIZONTAL CROSS SECTION
a 6 Inswing shown Outsw ng semi ar) 6 Ins"n s own Oufswing similar CHK.B':
(Shown w/out einforcement) uck Conshuction wuwwc NO.: a
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No.43409
T 4 P PRODUCT: D«elnentn Prepared By"LO
r B PLASTPRO Lyndon F. Schmidt �p�.��
FIBERGLASS DOOR P�.En No. 43409 ii��'r�DPIAL7��````
+oi r -� m PART OR ASSEMBLY: /� BUILDING CONSULTANTS, INC.
I� V LA f 4 14 15 UPDATE TO 5TH ED. 2014 FBC .IK BUCK ANCHORING �/(r P.O. Box 230, Valrico, FL 33595
N NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9813
0 2014 R.W.BUILDING CONSUL 1-0 INC.
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(TYP.) HINGE DETAIL 1 g E m m
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HINGE DETAIL 2 iq�vl m �3
Endura DLP
HINGE JAMB
ASTRAGAL SCREW LOCATIONS c o
3"(TYP.) Z.(TYP.) 6°(rYP.J
(TYP))— {I r4.,(TYP) 4,.(TYP.) F a
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D 1X BUCK — 93 N in
HEAD&JAMBS II8 0
OP•) — — — ASTRAGAL BOLT DETAIL J 0
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$ U a m
— SILL P.) MUTYP)N
( — LATCH AND DEADBOLT DETAILS ¢ a
D w❑
17 1 1 1 1 111 T1 318!'0 BOLT HOLE
DAM 10814 =
ASTRAGAL BOLT DETAIL ASTRAGAL BOLT DETAIL saEE N.T.S. °
Outswing Threshold Inswing Threshold awc.En: JK m
FRAME ANCHORING HARDWARE DETAILS ��NOa L- a
FL-17347.2 °
0
OSHEET $ OF 9
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BILL OF MATERIALS
MATERIAL 4.56"
REM I DESCRIPTION
A 2X FRAMING(G>=0.42) WOOD T-
4.56"
B 2X BUCK(G>=0.42) WOODJ=dn
C 1/4"MAX.SHIM SPACE' O
D 1/4"PFH CONCRETE SCREW(1-114"MIN.EMB.) STEEL LI z
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI f----2.44"— �—2.19" ADA THRESHOLD �i��'•., ,�� r
E CONCRETE 24 �i ...• �v`� >>f ico
F #10301 02HOLLOW BLOCK HWOODSCREW(1x15'MING OEMB ASTM C90 STEEL POLY FIBER JAMB alP ����iz1s11* 111� � onm=
G 3/16"PFH CONCRETE SCREW(1-114"MIN.EMB,) STEEL � u a ..
J #10 X 2-1/7'PFH WOOD SCREW STEEL o rn g z a
Z U
K #10 X 2"PFH WOOD SCREW STEEL u g 9 o a
M #B X 7'PH SMS STEEL "' \ r r"� m a`a
1 POLY FIBER JAMB COMP. V s 5
5 2X REINFORCEMENT (G>=0.55) WOOD I I ��
6 DOOR SWEEP PVC 4.56" F— 4.56' 'i a
7 WEATHERSTRIP(ENDURA FORCE 5) FOAM INSWING THRESHOLD OUTSWING THRESHOLD
8 WEATHERSTRIP(Q-LONJ FOAM 222
0 Ends a(Z_Series) Endura Iz•S.ft)
9 #9 x 3/4"PFH WOOD SCREW STEEL
11 4'X 4"HINGE STEEL SIDELi o
12 LATCH STRIKE PLATE STEEL DAPTER �SIDELITE ADAPTER
ADAPT
13 DEADBOLT STRIKE PLATE STEEL ' o
20 INSWING THRESHOLD ALUM/COMP
21 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP
22 OUTSWING THRESHOLD ALUM/COMP �'-d
23 OUTSWING THRESHOLD w/SIDELITE ADAPTER ALUM/COMP of 0 m
24 ADA THRESHOLD ALUM 4.56" 4.56'
25 OUTSWING THRESHOLD ALUM/WOOD a a
INSWING THRESHOLD w/SIDELHE ADAPTER OUISWING THRESHOLD w SIDELifE ADAPTER x
26 INSWING THRESHOLD ALUM/WOOD r Endura(tsenes) 23 L:
(zSerles)
27 INSWING THRESHOLD w/SIDELITE ADAPTER ALUM/WOOD
33 ASTRAGAL(DLP OR ENDURA) ALUM v
E 40 DOOR PANEL 4.5N' )-- 4.57"
3 50 SIDELITE PANEL-
o
N
k90!L1J tF—LF-1
Z
8
P
25 E—LF NG THRESHOLD 26 LNSWING THRESHOLD
li CONCRETE ANCHOR NOTES' DLP DLP
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints. 1.75 i
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to 1.75'
maintain the min.edge distance to mortarloinfs,additional concrete anchors c 2.17'
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded.
3.Concrete anchor table:
ANCHOR ANCHOR MIN MIN CLEARANCE
TYPE SREMBEi0 MA$QNAY M.TtNOACDLEJAARCAENElCi'E-. 5/16"0 SLIDE BOLT THROW®
DAE 1 D U 14/16"0 SLIDE BOLT E M (
....... (TTHROW®
ITW SUILDEX 3/16" 1.1/4" 3" EACH END) z ao=
EACH END) SCALE N.T.S.
T CON® 1/4" 1.1/4" 7' 4"
ELM
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s UITRACOT� 1/4" 1.1/4" 1" 4" CONCEALED 4.57' CM cwc er LFS 3
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e WOOD SCREW INSTALLATION NOTES: ASTRAGAL STIFFENER ENDURA ASTRAGAL uru+nN—NO.: v
s I.Maintain a minimum 5/8"edge distance,i"end distance,8 1"o.c.spacing of �— 33 INSWING THRESHOLD w SIDELRE ADAPTER FL-17347.2
DLP Ultimate Hun cane
wood screws to prevent the splitting of wood. 27 DLP sx� g aF 2 N
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