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Product Approval Menu>Product or Aonlication Search>Application List>Application Detail
FL# FL17347-R2
Y Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived CI
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@rwbidgconsuftants.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
0 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.
L! Validation Checklist-Hardcopy Received
Certificate of Independence Fl-17347 R2 COI (a)Certificate of Independence.pd
Referenced Standard and Year(of Standard) Standard year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2008
ASTM E1886 2002
ASTM E1996 2002
ASTM E330 2002
ASTM E331 2000
TAS 201,202,203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL17347 R2 Eauiv (b)Equivalency Of Standards pdf
Limits of Use Installation Instructions
Approved for use In HVHZ:No FL17347 R2 II (b)Inst 17347.6.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 17347.6 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.6.odf
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.7 g.Fiberglass Door "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 R2 II (b)Inst 17347.7.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
O :See INST 17347.7 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.7.g_df
i;;;i�_ OV instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact' Fdaerglass Glazed Door-Double with or without
Sidelites XX
Niinal OXXO)Outswing/Inswing Configurations up to
8 in Height
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)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 R2 AE (b)Eval 17347.8.odf
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 R2 II (b)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 R2 AE (b)Eval 17347.9.p_df
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 R2 II (b)Inst 17347.10.Ddf
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 limitations, FL17347 R2 AE (b)Eval 17347.10.odf
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
Sidelltes(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 R2 II (b)Inst 17347.1l.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 17347.11 for any additional use limitations, FL17347 R2 AE (b)Eva[17347.11.odf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.12 I.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 R2 II (b)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 limitations, FL17347 R2 AE (b)Eval 17347.12.odf
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
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 II (b)Inst 17347.13.01'
Sr InIq
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5200 W. CENTURY BLVD. Z °
LOS ANGELES, CA 90045 '''� P ��`` Z o m o
1485"MAX.OVERALL FRAME WIDTH "fill m%`r on :z
74 MAX.FRAME WIDTH 37.25'MAX. ` n v Z o Z ti
GLAZED FIBERGLASS DOORS — FRAME�vIOTH a�a 9 6 0
DOUBLES " a "a m a o.
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GENERAL NOTES g a o zo z w
1. a This product has been evaluated and is in compliance with the 6th Edition(2017) at 95`w'
Florida Building Code(FBC)structural requirements excluding the"High Velocity
o Hurricane Ione"(HVHZ). am
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En
2. Product anchors shall be as listed and spaced as shown on details.Anchor of C. w
E embedment to base material shall be beyond wall dressing or stucco. & < a
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a a
3.. When used in areas requiring wind bome debris protection this product compries m
$ with FBC Sections 1609.1.2&R301.2.12 and does not require an impact resistant
E
covering.This product meets missile level"Wand includes Wind Zone 4 as
o defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. \ m
4. For 2(stud framing construction.anchoring of these units shall be the same as N N
that shown for 2x buck masonry construction. x x z
W W �
5. Site conditions that deviate from the details of this drawing require further
engineering analysis by a licensed engineer or registered architect.
a �le
TABLE OF CONTENTS "M
SHEET# DESCRIPTION XX i
1 Typical elevations,design pressures&general notes m
2 Door&Sidelite panel details v
3 Life frame glazing details N o
4 Elevations ^ o i
5 Horizontal&Vertical Cross Sections 12X Buck) N'z a°
Z 6 Horizontal&Vertical Cross Sections(1X Buck) DESIGN,PRESSURE DESIGN PRESSURE DATE:10/08/14 i
7 Horizontal&Vertical Cross Sections(Direct to Masonry) MAX (PSS (PSFJ SCJIE N.T.S.
COM_FIG FRAME
g 8 Vertical Cr0"'_ tions(Thresholds) DIMENSION '- INSWING OUISWING ONO.BY. JK m'
s" 9 Homontal&Vert col Cross Sections(Direct to Masonry) -; pOS: NEG:. -POS: NEG.' cwc BY. LFS 3
e 10 Buck anchoring
11 Frame anchoring&hardware details +45.0 -50.0 +45.0 -45.0 MFLe NO.:8 °
2 12 BTOXO 14B 5"x 98 0"
I of materials and components o
sNEEr t OG T 2 N
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N a NO DATE BY PANEL DETAILS Phone No.: 813.659.9197
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by NO DATE GLAZING DETAILS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813
0 2014 R.W.BUILDING CONSULTANTS INC.
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—772-771 7 UPDATE 70 6TH ED. (2017) FBC JK PART OR ASSEMBLY: J V BUILDING CONSULTANTS, INC.
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IN Do a NO DATE BY Phone No.: 813.659.9197
REVISIONS I FBPE C.A. No. 9813
02014 R.W.BUILDING CONSULTANTS INC.
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No.43409
T I PRODUCT: Occumenta Prepored By: • ,•
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REVISIONS SECTIONS (THRESHOLDS) FBPE C.A. No. 9813
0 2016 R.W.BUILDING CONSULTANTS INC.
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I_ v fn 1047F47-15 UPDATE TO WH ED. 2014 F$C JK YV P.O. Box 230, Volrico. FL 33595
N co to {+ NO DATE gY BUCK ANCHORING Phono No.: 813.659.9197
REVISIONS FBPE CA No. 9813
2014 R.W.DIIILGING CONBULTANTB INC. 1
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N R in- 1 04/14/15 UPDATE TO STH ED. (2014 FBC JK FRAME ANCHORING V[/ P.O. Box 230, Valrlco, FL 33595
It� NO DATE BY & HARDWARE DETAILS Phones No.: 813.659.9197
REVISIONS FBPE CA. No. 9813 r
D2014 R.W.BUILDING CONSULTANTS INC.
BILL OF MATERIALS 4.56" ..........
DEM B DESCRIPTION MATERIAL I `��0�;='• ��i m
A 1X BUCK(G>=0.42) WOOD 4.56' V'."
B 2X BUCK(G>=0.42) WOOD
C 1/4"MAX.SHIM SPACE 1_ ^ tA�° * �'O` u m
D 1/4"PFH CONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 1�—244"— —� 213 � :NY :'9� a c N-
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 24 ADA THREWOLn .,�y•., 9`� D a m
DLP :
F 33/4PFH ECONFORMING C90 �
COCOORfTWONCRETESCREWSTEEL T POLY FIBER JAMB
301 0HOLLOW '��r�rrr►LI ITTT m``` 0 n
G 3/16"x3-1/4"PFH ITW CONCRETE SCREW STEEL a o i oiL)
1 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL C7 Ern ,
a to 3 cur
J #10 X 7'PFH WOOD SCREW STEEL °v, 4, w n o .=M
L #10 X 2-1/2"PFH WOOD SCREW(1.15"MIN.EMB.) STEEL - ^ \\ v:" �a
M 3/16"X 2-1/4"ITW CONCRETE SCREW STEEL �— V g z
N 3/16'X 2-3/4"ITW CONCRETE SCREW STEEL _I f c cu! (�
P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL / 4.56 r 4,56"—1d V
R 1 POLY FIBER JAMB COMP. _INSWING THRESHOLD OUISWING THRESHOLD
S 6 DOOR SWEEP PVC `� Endura(zSedes) Endura(z-Series)
7 WEATHERSTRIP(ENDURA FORCE 51 FOAM21" SIDEME a
8 WEATHERSTRIP(4LON) FOAM r� SIDEUTE ADAPTER zo Z
9 #9 x 3/4"PFH WOOD SCREW STEEL ADAPTER `U
it 4"X4"HINGE STEEL p a m a
12 LATCH STRIKE PLATE STEEL fn
6 13 DEADBOLT STRIKE PLATE STEEL
20 INSWING THRESHOLD ALUM/COMP z m
0
21 INSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/COMP 4.W 4.56' OI z
22 OUTSWING THRESHOLD ALUM/COMP a a
f 23 OUTSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP �INSWINGZ1.10HOLDw/SIDELITEADAPTER
��10UTSWINGTHRESHOLDw/SIDELIIEADAPTER Y Y m
24 ADA THRESHOLD ALUM `� Ed..(zscr es) 23 Endura(Z-series)
E 25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD
In T
27 INSWING THRESHOLD w/SIDEUTE ADAPTER ALUM/WOOD 4.5,r 4.57"
33 ASTRAGAL(DLP OR ENDURA) ALUM ^v
40 DOOR PANEL m
z
50 SIDELITE PANEL - w w N
•G t w1 OUTSWING THRESHOLD 26 INSWING THRESHOLD
CONCRETE ANCHOR NOTES: DIP DLP F F
a1.Concrete anchor locationsat the comers maybe adjusted to mobtain the min. o 0
edge distance to mortor joints. 1.75 M i
2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to 1'75 I,—2.17'—^{ ^=' F mamfab the min.edge distance to mortcr jalnts,additional concroto anchors I I I maybe required to ensure Ihe'MAX.ON CENTER"dimenslon are not exceeded. I ^ ¢ f
0 3.Concrete anchorfable: �
W ANCHOR' ANCHOR ..MIN..... MIN:CLEARANCE_. MIN.CLEARANCE ^ O o
TO MASONRY: TO ADJACENT 5/16"0 SUDS BOLT "''z a
TYPE $!ZE.. EMBEDMENT En 5116"0 SLIDE BOLT
.�. - –EDGE AN n (2-THROW @ •o o
a DW BUILDIo 3/16" 1-1/4" 3" 1-1 2" EACH END) (T THROW @ EACH END �10/N.T.S.14 c
.T
TAPCON 114- 1.1/4° 4" BOLT RETAINER owc.By: JK m'
ELCO o 1/4" 1-1/4° 1' 4" CONCEALED JI 4.57°_.1
ULTRACON }^ CHK BY: LFS 3
g WOOD SCREW INSTALLATION NOTES: ASTRAGAL STIFFENER ENDURA ASTRAGAL oR�wac Ho.:
I.Mainlo n a m n mum 5/e edga distance,I"end distance,tz I"o.c.spacing of 33 DLP 33 �,\INSWING THRESHOLD w/SIDELRE ADAPTER FL-17347.8
Uilimole Hur�cone
wood screws to prevent the splitting of wood. 2r DLP sHFkr 12 or 12 N
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