HomeMy WebLinkAboutProduct Approval BCIS Home Log In I User Registration I Hot Topic Submit Surcharge Stats&Facts.I Publications FBC Staff BCIS Site Map Links i Search
Florida RE C E 1�'^.n U 9
Product Approval .—
.USER:Public User Y
Tr'.c.2 ra'7�1SL%17f
Product Approval Menu>Product or Application Search>Application List>Application Detail
e: l; Ihi FL# FL17184-113
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived ;.-i
Product Manufacturer Plastpro Inc. /Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext 16
rickw@rwbldgconsultants.com
Authorized Signature Vivian Wright
rickw@rwbldgconsultants.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
=l 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&'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 FL17184 R3 COI Certificate of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
AAMA/W DMA/CSA101/I.S.2/A440 2005
ASTM E1886 2005
ASTM E1886 2002
ASTM E1996 2002
ASTM E1996 2006
ASTM E1996 2005
ASTM E330 2002
TAS 201, 202, 203 1994
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.6.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 17184.6 for any additional use limitations, FL17184 R3 AE EVAL 17184.6.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.7 g. Fiberglass Door Up to a 3'0 x 8'0 Glazed "Non-Impact" Fiberglass Single Door
with a Sidelite(OX or XO Configurations) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.7.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 17184.7 for any additional use limitations, FL17184 R3 AE EVAL 17184.7.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.8 h. Fiberglass Door Up to a 3'0 x 8'0 Glazed "Non-Impact" Fiberglass Single Door
with Sidelites(OXO Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.8.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 17184.8 for any additional use limitations, FL17184 R3 AE EVAL 17184.8.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.9 i. Fiberglass Door Up to 6'0 x 8'0 Glazed "Non-Impact" Fiberglass Double Door
(XX Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.9.1?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 17184.9 for any additional use limitations, FL17184 R3 AE EVAL 17184.9.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.10 j. Fiberglass Door Up to a 60 x 8'0 Glazed "Non-Impact" Fiberglass Double Door
with Sidelites(OXXO Configuration)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.10.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 17184.10 for any additional use limitations, FL17184 R3 AE EVAL 17184.10.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.11 k. Fiberglass Door Up to a 3'0 x 6'8 Opaque"Impact"Fiberglass Single Door(X
Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.11.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 17184.11 for any additional use limitations, FL17184 R3 AE EVAL 17184.11.pdf
installation instructions and a iculars. Created by Independent Third Party: Yes
1718 . 1. Fiberglass Door Up to a 3'0 x 6'8 Opaque"Impact" Fiberglass Single Door with
a Sidelite (OX or XO Configurations)Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.12.pdf
Approved for use outside HVHZ:Ye Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant:Ye Created by Independent Third Party: Yes
N/A Evaluation Reports
Other:See INST 17184.12 for any additional use limitations, FL17184 R3 AE EVAL 17184.12.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.13 m. Fiberglass Door Up to a 3'O x 68 Opaque "Impact" Fiberglass Single Door with
a Sidelite(OXO Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II INST 17184.13.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 17184.13 for any additional use limitations, FL17184 R3 AE EVAL 17184.13.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
plastpro
5200 W. CENTURY BLVD. =N'
� Z
iV%•. tq: Q�oin
LOS ANGELES, CA 90045 �,�'•.
• ...••
--
` m a N ..
(<m a Z 0 Z U
In
76.2S'MAX.OVERALL FRAME WIDTH V> u°a d o a
OPAQUE FIBERGLASS DOOR FRAME
RAMEWIDT a �6 maa�i
9 .
FRAME WIDTH r—FRAME WIDTH Z
WITH SIDELITE '
�W
IS �d
INSWING/OUTSWING
"IMPACT" D
Z
i o �,
GENERAL NOTES O z / 00 0
1. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida o � as
Building Code (FBC)structural requirements excluding the"High Velocity Hurricane Zone" r a0 N w
S J
(HVHZ). 0 DO = � �
_ r U ON
2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to w gl
" base material shall be beyond wall dressing or stucco. v p a a a
3. When used in areas requiring wind bome debris protection this product complies with q� J /� 6) 'm
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 E 1996 and Section O
1609.1.2.2 of the FBC. a
4. For 2x stud framing construction,anchoring of these units shall be the some as that shown V)
for 2x buck masonry construction. 0O �� o
5. Ln
Site conditions that deviate from the details of this drawing require further engineering
analysis by a licensed engineer or registered architect.
a TABLE OF CONTENTS I II a
SHEET# DESCRIPTION f�1.50 i
s 1 Typical elevation,design pressures,&general notes N
2 Door panel details a
3 S(delite panel details OVERALL OVERALL GLASS pSiGN PRESSURE(PSS 0 0
4 Horizontal cross sections SWING FRAME DLO z v
5 Vertical dross sections DIMENSION. DIMENSION il'PE POSIiIVE..;NEGATII/E: DAM' 8/25/14 °z
n
w 6 Vertical cross sections INSWING 76.25"x 82.00" 20.50"x 62.75" +50.0 -50.0 SCAMowc.BY. N AL m'
7 Buck and frame anchoring-2X buck masonry construction G 1
s
8 From anchoring-1X buck masonry construction CHK.BY: LFS 3
` 9 Bill of materials,glaring detail&components OUTSWING 76.25"x 80.50" 20.50"x 62.75" +50.0 -$0.0 DRAWING No.:
g FL-17184.12 a
0
SHEET 1 OF 9
O
INTERIOR 1 I� 1 E
K
5 C A
•°' "
so
21 20 U I FE-3N.7 z` 1i•O 6m
/ EXTERIOR 21 20 t* ti`` % o°n m d
! a N••
3 .'e z mX°Z v
7 4 0 4 N gLS 9 �W
Q o a
SEE Na Z
m d`L
22 NOTE 1 ® A °
X 4 0 4 E o
ZZ
u c°i
20 21I F1 e
En
z
INTERIOR sEE
40 w
27 ;/ 50 35 22 NOTE 1 <°e. oo Lq
EXTERIOR 1-1/4"MIN. �� h
s &
y4 D 4 D EMB.(TYP.J .
�
p �4 HORIZONTAL CROSS SECTION 5 HORIZONTAL CROSS SECTION
q Outswing configuration CO C)
0 3 4 3 4 5 4 Shown w/1X sub-buck N
G Ir
ry 5 5 6 6 6 =o o
z 1-114 MIN. NOTE: 1-1/4"MIN. a
EMB.(TYP.) 1.Sldelite panels anchored to frame 6" EMB.(TYP.)
C 0.15' from top of frame then 10"O.C.(TYP.) m
C'SINK (8)screws total each jamb. K QB
ITYP.) 5 CSINK L I
(TYP.) / v
o a 20 21 21 20 20 21 21 20 ° ° N z
V `77
. W O
7 /4SEE
EXTERIOR
° 40 EXTERIOR 7 22 NOTE 1 '°p C
0
a d
o W
a '111f 4 I N Q
C ° _
e •. . 1p INTERIOR 50 35 -z
z INTERIOR M 35 50 ^ DATE: 8/25/14
SE
L L 1p 9 40 27 NOTES 22 C p ° N.T.S.
B
DWO.BY: AL m
CHK.et: LFS 3
e E 1 HORIZONTAL CROSS SECTION r2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION E o"AMNG NO.: o
4 Inswing shown-outswing 4 Inswing configuration 4 Inswing shown-outswing FL-17184.12
& also approved also approved SHEET 4 of 9 N
b
R'\Oients\Plastpro,Inc PERMANENT\Florida Product Apprwals\FL-17184\C-Drawings\Curren[\FL-17184.11-20.dwg,S2
M
IT!
to
4
n c A z o f1
ut W w
>'4
og�
>n
Q 0Q.� D
s
o
a
C n � cl
c:0a A
O O t7'1 O X p4
rn
A Z 4
A
4 e o
p 0.15"
o, C'SINK—.I O
(TyP)
1-1/4"MIN.
1-1/4"MIN. EMB.(TYP.)
EMB.(TYP.(
1-1/4"MIN.
EMB.(TYPJ
p m
T L
42
r
IJt N
o a
�e
x
O n ..
f Cr
-0y
oAl I
O ° U
O - v
' I Q
°.':
0
A
1-1/e, IN
m EMB.(TYP.(
// No.43409
s f g PRODUCT: Doc,lm t.Prepared ey:
a PLASTPRO Lyndon F. Schmidt �i��."' G,\
�.'ZOMON
m FIBERGLASS DOOR P.E. No. 43409 ``��
N 1ff111111"
Wr- –1 Cn PART OR ASSEMBLY: /(�/,�{//BUILDING CONSULTANTS, INC.
I� r (rl 1 04 22 75 UPDATE TO 5TH ED. (2014) FBC JK VERTICAL CROSS SECTIONS J I�IrV P.O. Box 230, Valrico, FL 33595
ro NO DATE BY Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9813 -
®2014 R.W.BUI—ING C—SNLTANT9 INC.
rrr �-
""V' •�ij` �'�m n
J ]0 ru* 1 � o M 0°z
TYP.HEAD& i7 t, M v N o
MASONRY JAMBS N v 10 H n o Em z m m v
OPENING a °v 9 0 0 a
5 TYP. ]0 4 v m a a m
o
o C�
o �`a
FRAME HINGE DETAIL ?z
rq O mp
pb ^�
IX BUCK
TYP. TYP.
F SILL F SILL 28
� M O
$ � a
R
i
V
ro HINGE IAMB F EANCHORING STRIKEIAMB
is
Masonry 1X buck construction n z
LATCH&DEADBOLT DETAIL
CONCRETE ANCHOR NOTES: �j
1.Concrete anchor locations at the comers may be adjusted to main Inthernin.
edge distance to mortar joints.
q 2.Concrete anchor locations noted as'MAX.ON CENTER"must be adjusted to
maintain the min.edge distance to mortor joints,additional concrete anchors z
may be required to ensure the'MAX.ON CENTER"dimension are not exceeded. In m
3.Concrete anchor table: "z
ANCHdf�,AWGHIaR IV1IN MtI�I.Et,�ARANC✓; MIN Gt,EARAN�E
. ... ...... .
ENILSED/ulENT ITW TO MASONRY TOADJACENT O u
®
Ile
ATE: 8 25/14 z
o, ELCO stnu:: N.T.S. oe
s ULTRACONe 1/4" 1.1/4" 1" CHK.sr: AL m
a. CHK.BY: LF$ 3
WOOD SCREW INSTALLATION NOTES:
1. a minimum 518"edge distance,1"end distanc g of FL 17184.12
woodscrews o oo c
SHEET 8 OF 9
O
e^
a:
BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION rMATERIAL ��Q'�:`• ZVI,
•2 ' m
A 1 X BUCK SG>=0.55 WOOD 20 JAMB FINGER-JOINT-PINE ?B 2X BUCKSG>=0.55 WOOD 21 POLYRBERCOMPOSITEJAMB -C 1/4"MAX.SHIM SPACE 22 #7 X 2"PFH DRYWALL SCREW -N D l/4"X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 27 LATCH STRIKE PLATE V. Z y z o n
MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI 28 DEAD80LT PLATE i �•'••. `o m'm
F ;01 OR HOLLOH ELCOCK O OR ITW CORMING ONCREfEOASTM SCREWC90 CON ERETE 30 DOOR SWEEPER PVC �� ��lr'*pt,, o cs m z
U N o
H 114'X 3-1/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 31 OUTSWING THRESHOLD BY DLP(QOSH) ALUM./WOOD o i Z c W
o
I 114'X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 33 INSWING THRESHOLD BY DLP ISCS ALUM./WOOD o m
J 114'X 3-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 34 SIDELITE THRESHOLD BY DLP ISH/EIS ALUM./WOOD ITS `� a N g 'm a a
K 2X REINFORCEMENT CLEAR PINE SG>=0.42 WOOD 35 TRIM a "
L #10X 2-11T PFH WOOD SCREW STEEL 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS E u Z
M #8 X 2-1/2"PFH WOOD SCREW STEEL 41 DOOR SKIN MIN.0.075"THICK PLAST-PRO/NANYA F =11,063 PSI MIN. FIBERGLASS a L
5 #10 X 3°PFH SCREW STEEL 42 TOP RAIL CELLULAR PVC as
6 SEALANT SILICONE 43 LATCH&HINGE STILE CELLULAR PVC z
7 WEATHERSTRIP FOAM 44 REINFORCEMENT WOOD FOR LOCKS WOOD (n
9 4"HINGE STEEL 45 BOTTOM RAIL CELLULAR PVC z
10 #10 X 3/4"PFH WOOD SCREW STEEL 46 FOAM CORE POLYURETHANE oo vi o
47 LATCH&HINGE STILE REINFORCEMENT LVL
4.56" 50 SIDELTTE PANEL-SEE SIDELRE PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS 5� J c�
212.E 51 ODL LITE FRAME ALUMINUM (L
52 #101-3/4°PFH SCREW STEEL �d o
r rc� 53 GLAZING COPOUND REDI-SEAL BY ODL,POLYMERIC FOAM P/MERIC FOAM u o o
54 STRUCTURAL SILICONE DOW#995 SILICONEo m
55 SCREW PLUG a a
20 HEAD A SIDE29 SIDELRE SPACER hg m
Jamb
e
i b U
o ry 456"- 4.56" cq
0 o
3/4"GLASS yo
rF7�= BRE Pu 9
53 1"OVERALL
53 54 GLASSTHK.
�1 INSWING THRESHOLD d k
HEAD 8 SIDE ¢
a 21 INS
1/8"TEMPERED GLASS o
a Polyfiberjamb AIR SPACE i
G
p— N 0
^' 1/8"
— f
`l 4,67' -i �... �1/8"ANNEALED GLASS N a
I� NF Q
a: 4.56" NTER'AYER ®PVB
q INTERLAYER o o
11/8"ANNEALED GLASS ^Z o
a - 53 53 DATE: 8 25 14 z
s N.T.S.
� GLAZING DETAIL Dwc.ar: AL m'
SIDELRETHRESHOLD G1 CHK.BY: LFS 3
8 OCRSWING THRESHOLD
31 QMH �H�S DRAWING NO.: V
FL-17184.12 0
SHEET__L OF 9 N
D
c'