HomeMy WebLinkAboutProduct Approval v
S i
f _
:-Ii= Z �C..:
BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts Publications MC Staff BCIS Site Map links ; Search
F�il(1d
gProduct Approval
Pubilc User
gj
Product Aoprovai Menu>Product or Anolication Search>Application List>Application Detail .
y?
FL# FL17347-R2
Application Type Revision
Code Version 2017
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
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].King,P.E.
�: Validation Checklist-Hardcopy Received
Certificate of Independence FL17347 R2 COI (a)Certificate of Indeoendence.odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2/NAFS 2002
AAMA/WDMA/CSASOI/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
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 R2 II (b)Inst 17347.6.Ddf
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.Ddf
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 X0,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.Ddf
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 R2 AE (b)Eval 17347.7.1)df
Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.8 h.Fiberglass Door "Impact"glass Glazed Door-Double with or without
Sidelites XX r OXXO)Outswing/Inswing Configurations up
to Nomina 8'0 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.Ddf
installation instructions and product particulars. Created by Independent Third Party:Yes
17347.9 [.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.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 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.Ddf
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 FL17347 R2 AE (b)Eval 17347.10.0f
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 X0,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 17347.11.0f
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 R2 AE (b)Eva[ 17347.11.Ddf
limitations,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.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 17347.12 for any additional use FL17347 R2FL17347 R2 AE I Eval 17347.12.0Eval 17347.12.0
limitations,Installation instructions and product particulars. Created by Independent Third Party:Yes
17347.13 m.Fiberglass Door
• R WR 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
Pi-oduct Evaluation Report ' t I i
Date: Sepenibey-25,2017
Product Sub Category Manufacturer Product Name
Category
Plastpro Inc. Glazed Fiberglass Doors
Exterior Swinging
Exterior Door 5200 W.Century Blvd. Doubles
Doors Assemblies Los Angeles,CA w/or w/out Sidelites
Phone 440.969.9773 Inswing/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.61G20-3,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 6th Edition(2017)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 FBC Sections 1609.1.2&R301.2.1.2 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 FBC Sections 1609.1.2.2&R301.2.1.2.1.
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-17347.8 require further engineering analysis by a licensed engineer or
registered architect.
6. See drawing FL-17347.8 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard Testinq Laboratory Siqned by
TEL 01390410 ASTM E330-02,E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01390454 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391140 ASTM E330-02, E331-00 Testing Evaluation Lab.,lnc. V.K.Wright
TEL 01391120 TAS 201,202&203-94 Testing Evaluation Lab.,lnc. William B.Shelton,P.E.
2. Miami-Dade NOA Materials Testing
17-0712.05 Saflex°PVB Interlayer(Eastman Chemical Company)
3. Drawing No. Prepared by Signed&Sealed by
No.FL-17347.8 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 1�g �9118rJgp�
Certificate of
ion issued by
tation and
Management Institute,tcertify ng that Plastpro dl
astproAInc.r smanufacturing products
within a quality assurance program that complies with ISO/IEC 17020 and , e`�;►G 'u e;� 0®�®4
Guide 53. ;a X50 43e0o
aha
� e m
o .o
$fAiiE OF
oae� (7983=3130%%C) a
Lyndon F.Schmidt,P.E.
FL PE No.43409
9/25/2017
Sheet 1 of 1
plastpro 1� Z� �;Jn
.44
o'
5200 W. CENTURY BLVD. N
ol
rn °
LOS ANGELES, CA 90045 •
1485 MAX.OVERALL FRAME WIDTH U a .;
Z C
� n
°R ' //111 Pm
I\\\ ` o n z
GLAZED FIBERGLASS DOORS I '�"'A"FR�"EWI°TH--1`F3R 'EWI°TM V g ro o m v W
DOUBLES �, �a m a abm
a`
r LL
Co
w/ or w/o SIDELITES !Eo o �a
INSWING/OUTSWING Z
,IMPACT, 0 x x 012 99
0 oZ
�q GENERAL NOTES o C ?o az
O C
1. This product has been evaluated and is in compliance with the 6th Edition(2017) a1 m �'
Florida Building Code(FBC)structural requirements excluding the"High Velocity a � W
G
Hurricane Zone"(HVHZ). a1Z
2. Product anchors shall be as fated and spaced as shown on details.Anchor w
IL
E embedment to base material shall be beyond wall dressing or stucco. ¢ a
a a
`o
3. When used in areas requiring wind borne debris protection this product compries m
with FBC Sections 1609.1.2&R301.2.1.2 and does not require an Impact resistant
covering.This product meets missile level"D"and Includes Wind Zone 4 as
o defined in ASTM El 996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. EE E2
n a
4. For 2x stud framing construction,anchoring of these units shall be the same as N N
g that shown for 2x buck masonry construction. Fnx x z
S. Site conditions that deviate from the details of this drawing require further
LL engineering analysis by a licensed engineer or registered architect.
aTABLE OF CONTENTS XX a a
SHEER} DESCRIPTION
z
1 Typical elevations,design pressures&general notes m
2 Door&Sidelite panel details w
0 3 Ute frame glazing details N a
4 E18Vati0nS p i
5 Horizontal&Vertical Cross Sections( n
BUCK) w z D
6 Horizontal&Vertical Cross Sections(iX Buck) MAX DESIGN_PRESSURE DESIGN PRESSURE, DATE 10/08/14 i
7 Horizontal&Vertical Cross Sections(D'uect to Masonry) (PSF) (FSF) sr.,c. N.T.S. 9
8 Vertical Cross Sections(Thresholds) CON.1G FRAME INSWING „ OUFSWlNG -`'
9 HorrzontaI&Vertical Cross Sections(Direct to Masonry) DIMENSION,' Gwa JK m
s PO$.;: `NEG:: .POS:, NEG.': aa.BY. LFS 3
9 10 Buck anchoring XX 74.0'x 98.0" DRAWING NG.: a
11 Frame anchoring&hardware details OXXO 148.5"x 98.0" +45.0 -50.0 +45.0 -45.0 FL-17347.8 °
— 12 Bill of materials and components o
!1
sH¢r_L of 12 w
O
10
I Ln
, � n
DOOR SKIN FOAM CORE
EXTERIOR 4"
~1.0
O 0
01:2
z d m o
�"fit lilt%% o N ..Z
d STILE LVL INTERIOR TOP RAIL ." %•:, ^ o c° Z m c w
CAP(PVC) ( ) G7 G2 STEEL REINFORCEMENT LATCH STILE(LVLJ CAP(PVC) (COMP.) ,c \ a n m a`G mLL
r •. v A I�
r c 0
35.75'MAX.PANEL 1 HORIZONTAL CROSS SECTION a.'' •s• $?
d WIDTH 2 g ;aW
a 4
o a-"•
ro
r VO �J
O
• �•P' Zp W�
ocn Ol
J V10
° a) �d
G1 G2 am < o°
U U o
v o
1 O
INTERIOR EXTERIOR o
E fl a
Ed
EL
E xg
g 2 CoeJ O O
Z
6 00 0
m
FOAM CORE
(POLYURETHANE-
SEE DOOR LOCK DOOR LOCK OARDWAREiABd 1.9 PCF MIN.)
HARDWARE TABLE MANUFACTURER MODEc; s o
� • .,. - FIBERGLASS SKIN •. �� z
KNOB: SERIES(400)
KWIKSE7 (0.075 MIN.THK.) L`I w m
DEADBOLt: SERIES(660) ^_\ i
Z YALE KNOB: CIRRUS 1D0 C
DEADBOLT: 820 SINGLE CYLINDER "''"' ^ 'm
2
BOTTOM RAIL ::)::;'::: o =
40 PLASTPRO DOOR PANEL (COMP.) DATE 10/08/14 =
TZ
50 PLASTPROSIDECREPANEL sum N.T.S.
2 VERTICAL CROSS SECTION owc.BY. JK
2 CHK.Br: LFS 3
GRAw9NG NO.: V
FL-17347.8 0
N
SHEET 2 OF 12
G
d
24.2TMAX. 23.50'MAX.LIGHT
FRA
FRAME WIDTH ME WIDTH -Z Cr• •� :, � n
20.5"MAX. 20.50"MAX. =�: c o.
U M
D.L.O.WIDTH D.L.O.WIDTH
`Q`,
yy.Zm
11
Pn U moi',.�'••. ..... �`,`. 'j>°n m
O ������11 P���`% o R a0 z
a. m U N••
V U X Z
n m
U ,^� 0 O J U
C W
-W a Q.
N 7 L
V a: .M
4O
C7 o _ Z l\
_ _ O CBI
F !E #7-19 X 1-3/4"PPH
W p o yid
SELF-DRILLING SMS
t Fn m n #10 X 1-3/4"PPH SMS
0.71" n zo wa
1.59" 2 �o
�I o
4.25" 1 2' 1 a a
$ (TP) Z ITT P I 't `z
1.66" 1.7 c�7
ODL LITE FRAME RSL LITE FRAME
ODL LRE FRAME RSL LUE FRAME LD
3A Aluminum 3B PVC
IT
00
N cn
DOW 995 STRUCTURAL W o
STRUCTURAL 1/7'GLASS BITE m
3A HOT BUTYL SILICONE '
SILICONE 5/8"GLASS BITE SEALANT 1-1/4"OVERALL GLASS THK.
1"OVERALL GLASS THK. (ADCO)
S EXTERIOR EXTERIOR ::.} 1/8"ANNEALEDGLA55 k'Q
1/8-ANNEALED GLASS
0.090"SAFLEO PVB NTERLAYER G
0
0.090"SAFLEX®PVB o
8 INTERLAYER 1/8 ANNEALED GLASS ^
w
o' 1/8"ANNEALED GLASS ^
0 AIR SPACE N o
^ } N
INTERIOR 1/8"TEMPERED GLASS INTERIOR 1/8"1EMPERED GLASS N o Z
a INTERCEPT SPACER(ALUM) WE-10/08/14 3
SCREW CAP 1/T NON-GROOVESWIGGLE
w/DELCHEM#80 POLYSULRDE BralE: N.T.S.
#7-19 X 1-3/4"PPH #10 X 1-3/4"PPH SMS 3B DWG.BY: JK m
SELF-DRILLING SMS 1/8°BACKFILL
u CHV BY: LFS ;
3 GLAZING DETAIL GLAZING DETAIL BBnw ec NG.: a
Gl OOL Life Frame G2 RSL UIe Frame FL-17347.8
— 3 Gr 12
0
a
• R10ients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-173476TH ED(2017)\FL-17347.7-6.dwg,4.4
•O N •O—� V—��O•(�,Uf�
X
m Nw
xj O O
x>,
0 AW
Z
V1 P
V w
X
•O A
•O 4f
W W
ODA V
Q
Ntn
ti
X Nw
m C•co
Ox D OQ O
0 V W
Z
•o tr
Gta N
O)W
OD tr � O•A
V A
- •O W V N PN 4tN
•O A
``�\\\111111lrr7j7'
Sclim .,
N
C '
T�� a.43409
PRODUCT., Documents Prep—d fiy:� �• :�y`�
m PLASTPRO INC. Lyndon F. Sehmtdt �'�is•'�pD,���'
I;' I p FIBERGLASS DOOR P.E. No. 43409 $ ,�`
4 P Z
/p,7 �.
�7rr1111111\��
0 W y CC 2 7 27 17 UPDATE ro 6TH ED. (2017)—FOC JK PART OR ASSEMBLY: KBUILDING CONSULTANTS, INC.
10-471-47-15—UPDATE TO 5TH ED. 2014) FBC JKIELEVATIONS J l�UI/ P.O. Box 230, Volrico, FL 33595^' -N NO DATE BY V Phone No.: 613.659.9197
REVISIONS FBPE C.A. No. 9613
®2014 R.W.BUILDING CONSULTANTS INC.
E E1aTcing for item L•6"from each end and 5 more �.`���•C:: *
.Sp
� N
B C B equally spaced along siderite Jamb(7 total). N0,: •.�y n
° ' L o 2.Spacing for Item L @ head&sill:6"from each end,1 =0. * s LL m
L @ centerrine,2 additional at 3"8 4.5'from end Ca o 41
0.15'C-SINK Off '
(Ty ) 0.15'C-SINK adjacent to door. �.: :p� m n
o° P (TYP) � � D ��i .•'•......... ``� N>v�m
- ° O e v • '����/l*1111��` o°nmz
D SEE NOTE 1 L v m u o
D o • v v p x z 4
°• • • ,. ,� � Lg 9mW
N amn mc:
�J a
c
P d• a C 0
B L z ozv
�w
3d
n
d Y
w D JU
• �m
x
Zoe
° 9 9 50 p • 40En
I-1/4"MIN. L �T I—_ — 1-1/4"MIN. m:jP �Z
EMB.(TYP.) 40 ' `� EMB.(TYP.) 7 ' �j"' E a QN
EXTERIOR INTERIOR n zy
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION r< zy
$ Ou swing shown Inswing similar) 5 Outswing shown tinswrig s m for o 0 0
E 3 VERTICAL CROSS SECTION I a v
4 5 Oufswing shown(Inswing similar)
� m
B.
D I
E � +
v
" • v• v v,. N N rn
v.: p
i R R
50 INTERIOR g 33 B L
Cd9 40
d C
z
N
o �• 1 z
N Z o
lu
5 L SEE NOTE 2 L 50 i DAM 10 08 14
Z
SEE NOTE t L EXTERIOR She N.T.S.
4D L Iy 40 INTERIOR EXTERIOR — owo.BY: JK m
W o
s" 6 HORIZONTAL CROSS SECDON cwc�+ LFS W
5 HORIZONTAL CROSS SECTION GWMG Ho.:
$ Ou swing shown(lnsWng s(collar) 5 Inswing shown ou sw ng s rr lar 4 VERTICAL CROSS SECTION m
5 Outswing shown(Inswing similar) FL-17347.8 a
sHoEr 5 of�7
p
V
a
ark =.
E
Z :•�„ Quin
�� ..10
W
''���fl•Il P��m 0 N a0 z
v v ■z°�
A v
E A C n io O m CW
J
C E r; a N'
m D
'ota
\P a a. .�
r C 4
C 40 E oz �C\•
cLi ^ '
a l"�l
F °
F 1 1 F 7 T Y
°a EXTERIOR INTERIOR
50 zo >•x^
c G INTERIOR v 3 _ VERTICAL CROSS SECTION 0 m aO
° 6
Shown w/iXsub-buck ` � zw
WMW
ov
Outswmg shown(Inswing similar) am Ny
E
O
E
av :v F >>m
° 9 EXTERIOR SEE NOTE 1 L
9 °
8 E m�
1-1/4 MIN. 11
40
na
EMB.(TYP. zt
) 1-1/4"MIN. c n N
ti EMB.(TYP.) z
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION z— N
6 Shown w
1X su uck 6 Shown w/1 X su buc c A
Outswing shown(Inswing similar) Outswing shown(Inswing simlar) _ o
G
SEE NOTE 2 L $0
n�
r
EXTERIOR INTERIOR a 0 0
N Z U
w NOTE: —10/08/14
z 1.Spacing for item L-6°from each end and 5 moreD
E equally spaced along sidefite jamb(7 total). scA.E: N.T.S.
w 41 VERTICAL CROSS SECTION
DWG.BY.. JK m
s 2.Spacing for item L @ head&sill:a from each end,l 6 Shown w/1X sub-buck
a @ centerfine,2 additional at Y&4S°from end Outswing shown(Inswing similar) CHK.ar LFS
3
DRAVlIND NO.: 0:
s adjacent to door. FL-17347.8m
0
SHEET E OF 12
O
I �
* ij,''%
R.
�yf n
D
W zr�••yO���m ro
�%% o^co
o
u Em a m m o
• E ` S u a d 6o a
E mdam
C E `o Z
C a �w
o O 1 �� 7 1 yz
0
D
EXTERIOR INTERIOR ciao
7 v' ZOo GO
OEn
INTERIOR < 3 VERTICAL CROSS SECTION
v 7 Shown Direct to Masonry s� c
\\ Outswing shown(Inswing similar) am � iy
0 �o
o N�o08
2 VWj
• Z�y�' a a
r p �C
E 9 EXTERIOR
50 L
9 11 40 E ° " Ia
T 1-1/4"MIN.
Uf
g EMB.(1YP.J EMB.(TYP.) z
1 HORIZONTAL CROSS SEC17ON 2 HORIZONTAL CROSS SECTION C
7 Sown Direct to Masonry 7 Shown Dire o Masonry
Outswing shown(Inswing similar) Outswing shown=similar) w
SEE NOTE 2 L 50 a i
1 -
EXTERIOR INTERIOR v o N
NOTE: w Z U
1.Spacing for item L•6"from each end and 5 more BATF:10/08/14 i
equally spaced along siderite jamb 7 total. 4 VERTICAL CROSS SECTION scA�: o
4 h P 9 J I J
7 Shown DGect to Masonry . N.T.S. �
2.Spacing for item L O head&sill:6'from each end,l Outswing shown(Inswing sirrular) M.BY. A m
®centerfine,2 additional at 3"&4.5"from end CNN.ar: LFS 3
DRAM;NO.:
2 adjacent to door. m
FL-17347.8 0
sN¢r_70F 12
L7
d
R:\Cients\Plastpro,Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impact-nonimpact\C-Drawings\FL-173476TH ED(2017)\FL-17347.7-8.dwg,8.4
1-1/4"MIN. 1-114"MIN.
EMB.(TYP.) EMB.(IYP.) 3
rnm
0 IP-
- Ip W.r C
5 M • • r
n - O P I22
22
a N
H •v O IO n .o
m O �
o ..
Z N
o
ZNr w
N
V
1-1/4"MIN.
EMB.(TYP.)
1-1/4"MIN.
N
EMB.(TYP.)
cls N
W
W N
W N P
W N
O m
m� o An o
„n I0 I0
;7,1—
rn to
Z Z
o I c o
o
4
E i ro_
oS° Ww
Lm m'
p N 3 D< A.
0
' a >� C3
C& ti�
0Ca GA
o r^
R^ n
W� O
A� y
ole
n
m � O
CL Z o• `11111111////
a ♦♦♦♦��F,SCHAt
a ��♦ v Vt:ENBF •�'�'�
LZ = r No.43409
1-1/4"MIN.
EMB.(IYP.)
PRODUCT: Documents Prepored By:' ��• `�
r E PLASTPRO INC. Lyndon F. schmidt ��i'`s••RZORIOR•'G�♦♦�
Im o FIBERGLASS DOOR P.E. No. 43409 �i,S/Q�A1.�♦♦♦
o \ //� //1//11111j11♦
o G $NODATeE
UPDATE TO 6TH ED. (2017) FBC JK PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC.
Ir v In UPDATE TO 5TH ED. (2014) FBC JK J 1.
N W N {� VERTICAL CROSS P.O. Box 230, Volrico, FL 33595
BY SECTIONS (THRESHOLDS) Phone No.: 813.659.9197
REVISIONS FBPE CA. No. 9813
8 2016 R.W.BUILDING CONSULTANTS INC.
it
z° is za zd is 4
MAX.m 1.25 MAX.MAx. `�' p•J ci
wS MIN. m 2" +m T E0*
E E u�i ell' MIN. E � ` MIN. N�; Zm6 n
PJmoi �(iGj%`. ``,` Nz
CCCoo
z.
o`aE d4050 Da '"a" mdamoSEE NOTE 2EXTERIOR INTERIOR EX1EtIOR EXTERIOR INTERIOR 3,
Ta b�
w Z
r4 VERTICAL CROSS SECTION
9 Shown Direct to Mosonry 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SECTION cis
Outswing only w14-9116 Jamb y Shown Direct to Masonry 9 Shown Direct to Masonry zo foo
Double Door Only(N/A w/Sidelites) Outswingonly w/6.9/16 Jamb Outswing only w/6-9/16 jamb PLLu,
3 Note: 00
1.Sideiite assembly screws located 6"from top and bottom am rvr„
then 5 more equally spaced(7 total). =I o z
E2.Spacing for item L 3"from each end and®center line(3 total). ti
a
4 >?
in z T3 In
INTERIOR _ F^ 0 0
N w
e z
40
INTERIOR o
°o c INTERIOR n ao. yr
` N 40 50 ° m
M N oQ.
0
1-1/4"MIN. ^=
EMB.(TYP.) n ¢ a
E N o
a
u EXTERIOR e ^ i
E 1-1/4"MIN. EXTERIOR EXTERIOR E ° z
EMB.(TYP•) SEE NOTE 1 -1-1/4"MIN. wn::10108114 i
zd EMB.(TYP.) scuE: N.T.S.
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION DM.BY: JK
9 Shown Direct to Masonry Shown Direct to Masonry MY,BY. LFS 3
e 9 Shown Direct to Masonry Outswing only w/6-9/1'jamb Outswing only w/6.9116'jamb URAVY1Nc No.: e
Outswing only w/4-9116'jamb FL-17347.8 N
Double Door Only(N/A w/Sidelites)
0
s-- 9 Or 12
O
a'
R:\Gients\Plastpro,inc PERMANENT\N-Florida Product Approvals\FL-17347 Fiberglass Ooar-Impact-nonimpact\C-Draw6ngs\FL-17347 6TH ED(2017)\FL-17347.7-B.dwg,10.4
0
AC �A
�S?- v
N
X
A
3�
16"O.C. InP(--i h--
MAX.(TYP(
N
i•
0 �
N
Z
V
A 7
O
O �
Ai
Co
A
"
16"O.C. (n
MAX.(TYP)
%/
No.434D9 '
s $ o Q PRODUCT: Documents Prapored 9y:�� .•�
z PLASTPRO INC. Lyndon F. Schmidt //� ''•����' '���`�
I D o FIBERGLASS DOOR P.E. No. 43409
o z m q�rrNAL� 0
2 7 27 17 UPDATE TO 67H ED. (2017) FBC JK PART OR ASSEMBLY: K�A!BUILDING CONSULTANTS. INC.
IT v r rn 10471471-5 UPDATE TO 5TH ED. (2014) FEC JK J 1✓U11 P.O. Boz 230, Volrico, FL 33595
N 03 NO DATE BY BUCK ANCHORING VV Phone No.: 813.659.9197
REVISIONS FSPE C.A. No. 9813
02014 R.W.BUILDING Co... —.IND.
T(TYP.) 6" � M DMASONRY O ^nom rR Frl
IRECT TO
4"(TYP.)-.I (TYp) I c� 2 mcl m 0 uOi
11 G 1XBUCK p =r.•f� c Ii,^Z">
1 fill 1 I 2X BUCK a 0O =0 i*il
7 • 2XREINF. c7- �N•,;
_car z O� o m
_ Po • SEE HINGE Hm �P �y.• yy` F-m—
I. 2X BUCK 9 9 1 DETAIL 1 N L— �N �i��'•'•.-....-' �G��� N>°n m
m ��r////1111 p11�``` o n m i
F 1XBUCK �^
U N •;
DIRECT TO a v x Zo d
_ D MASONRY — HINGE DETAIL 1 E m Z m°m
HEAD&JAMBS t o ° w
P. DIRECT TO C Nn mL m
6} (TY ) M (12J gBxZ'PH1,-�(l
a a m a G w
a II MASONRY SELF-DRILLING 7)88x2"PH Z
11 G 1X BUCK U SMS SELF-DRILLING E `G G
2X BUCK 0— Ev SMS
• 2X REINF.
II 9 9
= SILL(TYP.) d E SEE HINGE �
ADA SILL I O DETAIL zo zc
D
HINGE DETAIL 2aj
rn
a�
XX o
Lu
7I
3"(TYP. 7 p J 6" DIRECTTO C5 md 0 a
E 4"(TYP.)—► 4"(TYP.)—� (TYP) MASONRY M a a
I I I I l l l l I I I I J HINGE JAMB 1X BUCK G Endura DIP >;m
2 2X BUCK ASTRAGAL SCREW LOCATIONS
F
L ASTRAGAL STRIKE PLATE
2X BUCK _ 'O (1.19"x3.251
El F 1XBUCK o oQ N In
g
s DIRECT TO z
D MASONRY— e N
HEAD&JAMBS a 13
(TYP.) 0i O 102
_ MULLION _ ASTRAGAL BOLT DETAIL
a (Typ,) Strike Plate Q Head o
w :
�a�
SILL(TYP.) UO 12 N p a
1" ) Z U
SILL P. ADA SILL I ,��� a�10 08/14 i
D D _ 31W 0 BOLT HOLE LATCH AND DEADBOLT DETAILS SCAB N.T.S. 9
ASTRAGAL BOLT DETAIL ASTRAGAL BOLT DETAIL mg+` JK m
NO'
OXXO OuWng Threshold Inswing Threshold CHK.BY. LFS
ING 3
DRAW
FRAME ANCHORING HARDWARE DETAILS ET I I OF 12
0
SHEEP OF 12 w
f
OG
BILL OF MATERIALS fill
4.56" .
ITEM X DESCRIPTION MATERIAL ��Q�:• .• .t�' i� in
A 1 X BUCK(G>=0.42) WOOD _-,V:�
1— . 4.56"
B 2X BUCK(G>=0.42) WOOD _V )2�? m
C 1/4"MAX.SHIM SPACE L In �' �N•ty z' @FO�� om
D 1/4"PFHCONCRETE SCREW(1-1/4"MIN.EMB.) STEEL 2.44" Z131 o %,VW'• �� •�N
ADA THRESHOLD ij'•.,• ,�, . –
E 3O011ORHOLLONRY- OWBLOCKCONFORMINGPSI MIN.CONCRETE OTOASTMING C OTO ACI CONCRETE POW FIBER JAMB 24 DLP ���'''T'/LIT Tttlm ``` OZ--
F 114'X 3.3/4"PFH ELCO OR RW CONCRETE SCREW STEEL
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL a cs x Z0 4
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �— o
Nz m
Em m V
$ so 9 cw
J #10 X 2"PFH WOOD SCREW STEEL °v, 1? a '"a m a a
L #10 X 2-1/7'PFH WOOD SCREW(1.15"MIN.EMB.) STEEL V LL .
M 3116'X 2-1/4"ITW CONCRETE SCREW STEEL0.
" N 3/16"X 2-3/4"ITW CONCRETE SCREW STEEL �—4.56'—�I I– 4.56" –I g '�tj
a
F P 1/4"X 2-1/4"PFH ELCO CONCRETE SCREW STEEL
~ 1 POLY FIBER JAMB COMP. INSWING THRESHOLD 22 OUTSWING THRESHOLD
° 6 DOOR SWEEP PVC 20 Endura(ZSeres) Endura(ZSeries)
G 7 WEATHERSTRIP(ENDURA FORCE 5) FOAM �--2.1" SIDELITE Cr
S 8 WEATHERSTRIP(Q-LON) FOAM SIDELITE ADAPTER ?o
y 9 #9 x 3/4"PFH WOOD SCREW STEEL ADAPTER oorn i W o
g 11 4'X 4"HINGE STEEL I� IL in
12 LATCH STRIKE PLATE STEEL Hw w o
13 DEADBOLT STRIKE PLATE STEEL a� qy
20 INSWING THRESHOLD ALUM/COMPP4.56"
'
U M m
21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP I I o
22 OUTSWING THRESHOLD ALUM/COMP I- 4.56" –I
a
23 OUTSWING THRESHOLD W/SIDEUTE ADAPTER ALUM/COMP 21 INSWING THRESHOLD W SIDEME ADAPTER 23 OUTbWING THRESHOLD W SIDEME ADAPTER
$ 24 ADA THRESHOLD ALUM Endura(Zsertes) Endura(Zdedes) s
25 OUTSWING THRESHOLD ALUM/WOOD
26 INSWING THRESHOLD ALUM/WOOD
27 INSWING THRESHOLD W/SIDELTTE ADAPTER ALUM/WOOD 4.56" 4.57^
33 ASTRAGAL(DLP OR ENDURA) ALUM $N
40 DOOR PANEL z
50 SIDELITE PANEL Ln
r<
OUTSWING THRESHOLD INSWING THRESHOLD o 2
CONCRETE ANCHOR NOTES: DLP 26 DLP a
c
T.Concrete anchor locattors at the comers may be adjusted to maintain the min.
t; edge distance to mortarloinis. 1.7S' >> b
Z Concrete anchor locaflons noted as MAX.ON CENTER"must be adjusted to 1.75"
maintain the min.edge distance to mortar joints,addillonal concrete anchors I o [--2.12--�{ w
v' "MAX.may be required to ensure the ON CENTER"dimemton ore not exceeded. I -L I N91
•`0 3.Concrete anchor fable: n d O
m
q ANCHOR ANCHOR °: MINMIN CLEARANCE MIN CLEARANCE N 0 0
FZ TO MASONRY .`iiOADJACEM J. 5/16"OSLIDE BOLT Z o
TYPE SIZE EMBEDMEM 5/16"0 SLIDE BOLT
EDGE ANCHOR c3 (TTHROW0 (TTHROW® a� 10 108114 i
RW BUILDEX 3/16" 1-1/4" 3" 1.1 2" EACH END) EACH END) scare N.T.S. 9
TAP 1 " 1.1/4" r 4' BOLTRETAINER DWG.BY: X m'
ELCO a 1/44" 1.1/4" 1" 4' CONCEALED I
ULTRACON R 4.57" cxx.Br: LFS 3
¢ STIFFENER DRAWING MD-
WOOD SCREW INSTALLATION NOTES: ASTRAGAL ENDURA ASTRAGAL a
33 33 INSWING THRESHOLD w SIDELRE ADAPTER FL 347.8
i.Molnfain a minimum 5/8"edge distance,["end distance,B 1"o.c.spoc(ng of DLP Ulfimote Hurrkane 2] o
wood screws to prevent the splitting of wood. DLP sHEU 12 OF12 a