HomeMy WebLinkAboutprdouct approval R R XBn^"d^r�g Consultants, Inc.
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v« �� CnmwuinAand En�mo��uSrm�, �othe BuUdb�muum�
�� �� P/�Box zmvm��,FL 3se Phone 813-659.9197
C Florida Board^f'pmfessionaEngineers mmficauofAuthorizatx*No.98o
01
Product Sub Category Manufacturer Product Name
Category Plastpro Inc. Glazed.Fiberglass Doors
i Exterior Swinging 5200 W.Century Blvd. Singles
Exterior Door
Doors Assemblies Los Angeles,CA wl or w1out Sidelites
�cope: .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 I D of the State of Florida Product Approval,Department of
Business&Professional Regulation.
' RVVBuilding 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:
This product has and is incompUanoo with the 6th Edition(2817)Florida Building Code structural requirements
excluding the"High Velocity Hurricane 2bne'. .
. 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 complies with FBC Sections 1609.1.2&R301.2.1.2 and does
i
not naquineanimpact resistant covering.This product meets missile level"D"and includes Wind Zone 4 as defined in ASTM El 996
'
and FBCSections 1G0g.1.2.2&R3O1.2.1.2.1.
:4 For 2xstud'framing construction,mnnhohngcf these units shall be the*same as that shown for 2x buck masonry construction.
'5' Site conditions that deviate �oni �e details of drawing FL'17347.5 require further engineering anu|� � by o licensed engineer or
|
| mgiotenedarchitect.
' See drawing FL47347'5for size and design pressure limitations.
Supporting Documents:
,1. Test Report No. lest Standard Testing Laborator ned by
y Sig
| TEL 01391140 ASTM E330-O2.E331-O8 Testing Evaluation Lob-|nc. V.K.Wright
/
TEL 01391141 ASTM E33O'O2.E331'O0 Testing Evaluation Lob,)nc \LxLWright
i
TEL 01391120 TAS 2D1.202&203'R4 Testing Evaluation Lob,lnc William 8.Shelton,P'E.
|
TEL 013912248 ASTM E33O-02.E331'OU Testing Evaluation Lab.|nc. \�K.Wright
_
Miami-Dade NOA Materials Testing
' 17-0712.05 8afloxOpvaInterlayer(Eastman Chemical Company)
i
.
Drawing No. Prepared bV Signed&Sealed by
! No.F�17347.5 RVVBuiNingConuu|han�. |nc���#98130 Lyndon F.Schmidt,P.E.
�
Signed&Sealed by
� Calculations Prepared by
Anohodng FDWBuilding Consultants,Inc.(CA w9813) Lyndon F.Schmidt,P'E
|
.
5. Quality Assurance
Certificate cfParticipation issued hyNational Accreditation ond zom
management Institute,certifying that Plastpro Inc.is manufacturing products
/ wnmnaquality assurance program that complies with ISO/IEC 17020a`=
|
Guide 53.
Lyndon F.Schmidt,P.E.
FL PE No.43409
9125/2017
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Product Approval
k4 USER:public user
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P.W."t Anrm—[1-0nan>Pmduc nr A—U-11on Search>Anan�:ioP L;.t>Applicedan Dttall
Sr
FL# FL17347-112
Application Type Revision
Code Version 2017
Application Status Approved
I
Comments
Archived
! Product Manufacturer Piastpro Inc./Nanya Plastics Corp.
Address/Phone/Email 5200 W CENTURY BLVD.
LOS ANGELES,CA 90045
(440)969-9773 Ext 16
rickw@rwbldgconsultants.com
I
i
Authorized Signature Vivian Wright
rickw@rwbldgconsuitants.com
i
Technical Representative Scott Johnson
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 18
scottjohnson@piastproinc.com
I
Quality Assurance Representative'
Address/Phone/Emall
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
I
i
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 12/31/2019
Validated By Ryan J.King,P.E.
Validation CheckUst-Hardcopy Received
Certificate of Independence FL!7347 R2 C—:01 cal Certificate of rnde0endenle.nd
i
Referenced Standard and Year(of Standard) standard Year
i
101/I.S.Z/NAFS 2002
AAMA/WDMA/CSA101/I.5.2/A440 2006
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)Eouivalencv Of Standards ndf
Sections from the Code
Product Approval Method Method I Option D
Date Submitted 08/13/2017
Date Validated 09/26/2017
Date Pending FBC Approval 09/29/2017
Date Approved 12112/2017
i
Sunimary of Products
FL* Model,Number or Name Description
17347.1 a.Fiberglass Door "Non-Impact°'Fiberglass Glazed Door-Single with or without
Side{ites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 6'8 in Height
{ Umits of Use Installation Instructions
Approved for use in HVHZ:No FL17347 R2 11-{b}ii)st 17347.1.nd€
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:NIA Evaluation Reports
Other:See INST 17347.1 for any additional use limitations, FL17347 R2 AE.(b)Eval 2'34-7 1 odf
i
Installation instructions and product particulars. Created by Independent Third Party:Yes
j 17347.2 b.Fiberglass Door "Nori-impact"Fiberglass Glazed Door-Double with or without
! Sidelites(XX or O)0O)Outswing/inswing Configurations up to
Nominal 618 in Height
Umits of Use Installation Instructions
Approved for use in HVH2:No FL17347 R2 n (b)Inst 1?347.2.Qdf
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:NIA Evaluation Reports
Other:See INST 17347.2 for any additional use limitations, 1`1-17347 R2 AE (b)Eval 17347.2.rid
Installation instructions and product particulars. Created by IndependentT hIrd Party:Yes
17347.3 c.Fiberglass Door "Non-Impact'Fiberglass Glazed Door-Single with or without
sideiites(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 11 rbl Inst 17347.3.ndf
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,NIA Evaluation Reports
+I Other.See INST 17347.3 for any additional use limitations, t217347 R2 AE (b)Eval 17347 3 edf
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(M or O)XO)Outswing/Inswing Configurations up to
Nominal 8'0 in Height
Limits of Use installation Instructions
Approved for use in HVHZ:No r-L17147 Rz tr bbl Inst t7347.4_gdf
j Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt;P.E-43409
Impact Reststant3 No Created by Independent Third Party:Yes
4 Design Pressure:N/A Evaluation Reports
Other.See INST 17347.4 for any additional use limitations, FL17347 R2 AE (b)Eval 17 347.4.rd
eZ1 installation instructions and product particulars. Created by Independent Third Party:Yes
U� —•—
17347.5 a Fiberglass Door "Impactrr��$$erglass Glazed Door-Single with or without
Stdeiites((X,JOX or XO;OXO)Outswing/Inswing Configurations
1 up to No nal 6'8 in Height
Limits of Use Installation instructions
j Approved for use in HVHZ:No FL17347 R2 31 (b)lnsr 17347 S odf
Approved for use outside HVHZ:Yes Verified By:Lyndon F.Schmidt,F.E-43409
Impact Resistants Yes Created by Independent Third Party:Yes
Desi sures NIA Evaluation Repasts
f f er.See I 17347.5 for any additional use limitations, FL17347 R2 Ac (.b)oval 17347.S.odf
i tion instquctlons and product particulars. Created by Independent Third Party:Yes
i t�
t1, 173x7.6 f.Fiberglass Door "Imp lass Glazed Door-Double with or without
;,�(1fyVu Sideli ( o Oxxo)Outswing/Inswing Configurations up to
Nomin 16'8 Height
i -
uni ts'of use Installation Instructions
Approved for use In HVitZs No FL17347 R2 II (b)Inst 17347.6.9df
Approved for use outside HVIM Yes Verified By:Lyndon F.Schmld4 P.E.43409
Impact Resistant~Yes Created by Independent Third Party:Yes
Mullin Pressure:N/A evaluation Reports
Other.See MS17'17347.6 nor 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 "Impace Fiberglass dazed 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 (W Inst 17347.7.odi
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 lin►itatloes, FLI7347 R2 Ai (hl Fvai 17147 7 tlt1
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 OXXO)Outswing/Inswing Configurations up to
Nominal 8'0 In Height
Umits of Use Installation instructions
Approved for use In HVHZ:No FL17347 R2 11 (pl lnst 17347.5 odf
Approved for use outside HVHZ:Yes Verified 8y:Lyndon F.Schrrirdt,P.E.43409
Impact Resistant:Yes Created by Independent7bird Party:Yes
Design Pressure:N/A Evaluation Reports
Other:See INST 17347.8 for any additional use limitations, FL17347 R2 AE tbZ Evac 17347.s.odr
installation instructions and product particulars. Created by Independent Third Party:Yes
I
17347.9 i.Fiberglass Door "Nan Impact°Fiberglass Opaque Door-Single with or without
Sidelites(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal b'8 In Height
Limits of Use installation Instructions
Approved for use In HVHZ:No FL17347 R2 I1 (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 Pressures N/A Evaluation Reports
Other..See INST 17347.9 for any additional use limitations, FL17347 R2 AE (b)Eval 17347.9.odf
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 W or O)OCO)Outswing/Inswing
Configurations W to Nominal 6'8 in Height
Limits of Use snslailation Instructions
Approved for use in HVHZ.•No FL17347 R2 1I (b)Inst 17347.10.odf
Approved for use outslde•HVHZs Yes Verified By:Lyndon F.Schmidt,P.E.43409
I 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 17'47 10 adf
i installation instructions and product particulars. Created by Independent Third Party:Yes
17347.11 k.Fiberglas Door "Non-Impact"Fiberglass Opaque Door-Single with or without
Sidelines(X,OX or XO,OXO)Outswing/Inswing Configurations
up to Nominal 8'0 In Height
I Limits of Use Installation Instructions
i Approved fol'use in HVHZ:No FL17347 R2 II (6)Inst 17347.11.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:NIA evaluation Reports
Other.See INST 17347.11 for any additional use limitations, FL17347 112 AE (b)Eval 1"347 11 odE
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 Sidelines(XX or OXXO)Outsw)ng/inswing
Configurations up to Nominal 8'0 In Height
Limits of Use Installatioq instructions
I Approved for use In HVHZ:No 7347 R2 IT (b)Inst 17347.12-udi"
Approved for use outside HVHZ*.Yes Verified By:Lyndon F.Schmidt,P.E.43409
Impact Resistant No Created by Independent Third Party:Yes
Design Pressures WA Evaluation Reports
Other.See INST 17347.12 Por any additional use limitations, FL17347 RZ,AE U Eva)17347.12.0df
installation instructions and product particulars. Created by Independent Third Party:Yes
i
17347.13 m.Fiberglass Door "Impace Fiberglass Opaque Door-Single with or without
Sidelltes(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 Fi_17-147 R2 11 b Inst 17347.13.odf
plastpro
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5200 W. CENTURY BLVD. 6Cy:
LOS ANGELES, CA 90045 7II I P(�may1 ZZ oo coq°
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115MX.OVERALL FRAME WIDTH 0 N z
MSM . 37.SMAX.
THFRAME WIDTH
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GLAZE® FIBERGLASS DOORS � N a-V 9 o L a
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INSWING/ovrSWiNGz 0 x 0
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GENERAL NOTES "IMPACT"
o V o io �w
1. This product has been evaluated and is in compliance with the 611h Edition(2017) Gln
�
Florida Building Code(FBC)structural requirements excluding the"High Velocity
Hurricane Zone"(HVHZ). � W �
2. Product anchors shall be as listed and spaced as shown on details.Anchor is'--))-- -•Il--ts a Ln
IM
E embedment to base material shall be beyond wall dressing or stucco.
g 3. When used in areas requiring wind bome debris protection this product complies a a
a
6 with FBC Sections 1609.1.2&R301.2.1.2 and does not require an impact resistant m
covering.This product meets missile level"D"and includes Wind Zone 4 as
defined In ASTM El996 and FBC Sections 1609.1.2.2&R301.2.1.2.1. z o o x x o
TI
3 4. For 2x stud framing construction,anchoring of these units shall be the same as a
that shown for 2x buck masonry construction. R
z
Z
co O
5. Site conditions that deviate from the details of this drawing require further X OX XO W W N
engineering analysis by a licensed engineer or registered architect.
00
a
TABLE OF CONTENTS 1,12
' MAX.. DESiGN.PRESSURE(PSf), 'DESIGN'P.RESSURE(PSF) a o
$ SNEETN DESCRIPTION °
Y
1 T pica)a ovations,design pressures&general notes CONFIGURATION FRAME JAMB INSWING OUTSWING• >> z
REINFORCEMENT .
$ •. . DIMENSION• :., RO$QIVE +.NEGAIIVE" POSITIVE NEGATIVE.
2 Door&Sidelite panel details
3 ole frame glaring details X 37.5"x 82.0" _ N/A +50.0 -50.0 +50.0 -50.0 N a Q
4 4 Elevations
a 74.75'x 82.0" N/A +35.0 -40.0 +35.0 -35.0
5 Horizontal cross sections o c
6 Horizontal&VerticalCross Sections 2X Buck OX/XO 75.5"x 82.0" 1X +40.0 -45.0 +40.0 -40.0 w z c
7 Horizontal&Vertical Cross Sections(1X Buck) 76.25"x 82,0" 2x +50.0 •50.0 +50.0 -50.0 a,r 70108114 ;
8 orizonial-1vertical Cross Sections(Direct to Masonry) 112.0"x82.0" N/A +35.0 -40.0 +35.0 -35.0 swc N.T.S.
9 Verticol Cross sections(Ttvesholds MG.ey: JK
10 o-r onfol&Vertical Cross Sections(Direct to Masonry) OXO 113.5"x82.0" Ix +40.0 -45.0 +40.0 -40.0 clot.BY: LFS 3
11 Buck anchoring 115.0"x82.0" 2X +50.0 -50.0 +50.0 -50.0 MAW=No.: a
12Frame anchoring&hardware details FL-17347.5 "-
13 Bill of materials and components `
SHa1 1 OF 1.3
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.. EXTERIOR �-"--2.8' _� -`"'��.4 . * fI:. n
o m
w •`y.. m
o
HINGE STILE QVLj _,_ "' •.......• ✓ m
GAP(PVC) jNTER1OR CATCH STILE(CVLj CAP{PVC} .l.:4; „•' fJi11 liiiit $N m
G1 TOP RAIL "i` n °z_ 020
4 {COMP.) v. t ti na p o a
M o.`.
1 HORIZONTAL CROSS SECTION
oz
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35.75'MAX.PANEL
WIDTH p
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a 01 x.1"2 q m copi4
iw! EXTERIOR INTERIOR o
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$ 3�
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h •d• N SV Cn
^, '66ORLOCK NAROWARETiiBIEFOAM CORE n�', •.
G SEE DOOR LOCK MANI1FACtURER MOPED (FOLYUREIHANE- , •'' Q a
— — HARDWARE TABLEKNOB: SERIES(400) 1.9 PCF MIN.) a
c° KYBKSET DEADBOLT: SERIES(660) e.
SCiiLAGE HANDLE SET:"F"SERIES(F60) FIBERGLASS SKIN '�S
2 DEADBOLT: "P'SERIES(F60) (0.075'MIN.THK.)
SCNLAGE KNOB: "F'SERIES(FiOj �°. • ! �a
Z DEADBOLT. '6'SERIES(B60(62)
44 PLASTPRO DOOR PANEL
YALE KNOB: CIRRUS 100C BOTTOM RAIL
DEADSOLT. B4DSINGLECYLINDER (COMP.}
5Q PLASTPRO SIDELITE PANE! DEXTER BYKNOB: J54 me 10108114 O
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SCHLAGf DEADBOtB JDdO scut: N.T.S. 5
owo.Or: JK m
cOB,or LF•S a
2 VERTICAL CROSS SECTION ca"""c NO, o
2 FL-17347.5 N
SNLeTOr 13 4y
242r MAX.
IFiZEWIDTH _ 23.50"MAX.LIGHT
FRAME WIDTH o �T�.,•' g o n
2DS MAX 20M'MAX.
D.l 0.WIDTHI D.L.O.WIDTH
\ M
is a u a •:
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J d m b mda�
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�SELF•DRILLINGSMS n
R
W
a. #10 X 1.314^PPH SMS
n �o v3 a <n
0.71" ,a wao
c
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4.26'
PYP) (TYP•)
ODL LITE FRAME _~084 RSL LITE FRAME ^ o
3 I Z
3A ODL IIiE FRAME 3B RSL UTE FRAME
Aluminum PVC ^^a
N N (n
g DOW 995 DOW 995 z
STRUCTURAL STRUCTURAL W s N
3A --i/r GLASS BRE
SILICONE 5/8"GLASS BRE HOT BUTYL SILICONE ��
SEALANT 1-1/4"OVERALL GLASS THK. a
1"OVERALL GLASS THK. )ADCO) o
EXTERIOREXTERIOR I18"ANNEALED GLASS
118g'ANNEALED GLASS 0
0490"SAFLEX®PVB MERLAYER
0.090"SAFLE)PPVB IMERLAYER
118"ANNEALED GLASS ^= 5
_ ANNEALED GLASS AIRSPACE S^Qo a
AIRSPACE ^ a
I/8'TEMPEREDGLASS 1/8^TEMPEREDGLASS o a
= INTERIOR INTERIOR z
INTERCEPTSPACER(ALUM) art:10108114
SCREW CAP 11r NON-GROOVE SWIGGLE scut N.T.S. u
m
07.19 X 1.9/4"PPH #10 X I-314"PPH SMS 3g w/DELCHEM#80 POLYSULFIDE m JK
s SELF•DRILUNG SMS I/B"BACKHLL
c CHK mr: LFS '-
GLAZING DETAIL Diu9AN0 No.r V
Gl GLANNG DETAIL
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farm G2 RSL Ule kame FL-17347.5 c
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No.43409
h2C/
sYa 0 4 PRODUCT- D—.—I.P.Paron Elp •• `
P 1^ PLASTPRO INC. Lyndon F. Schmidt /// �(•1�"ZOMN'••Q``��
FIBERGLASS DOOR P.E. Na. 43409 /I�/"/V'/QNA��`�\�
la \ m IIIIIIli1��`
7 27/17 UPDATE TO 6TH ED. (2017 FSC JK PART OR ASSEMBLY: /��7� BUILDING CONSULTANTS, INC.
_ N\ 1 Oa 14 75 UPDATE TC STN ED. (2014 FSC JK ELEVATIONS
JL.-Ul/ P.O. BnR 230.Valrico. FL 33595
IW a NO DATE - BY Y Phone No.: 813.659.9197
REVISIONS FBPE CA No. 9873
11 21314 R.W.ewLowo cokau�twwre Ina. - . '
u) 6;
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50 77 INTERIOR 7 INTERIOR 50 7 '��� ts*.►ts��`��` 0 N"z
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a d 6 4
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8 SEE NOTE 19 11 EXTERIOR 12 SEE NOTE I EXTERIOR L
40 40 SEE NOTE 1 J 9 11
2 HORIZONTAL CROSS SECTION A0 H
1 HORIZONTAL CROSS SECTION �o z
$ Outswing shown(Inr,ng slrMar zo 0
$ ou swinngg s own(Inswing senifar) Back to Back lambs 3 HORIZONTAL CROSS SECTION o fir=
Back toBackJambs $ outswing own Iruwfngsimilar)
c� ow
E 1%Jameft forcemenl
s NOTE: �' o
6 1.Spacing for item U 6"from each end and 3 more
equally spaced alongsideEte lamb IStofot). GI G: o
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4
L L L f L L�. L �
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PJ: 50 7 9 )Neve 764A50 INTERIOR 7 50
In
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6 n 4 w
SEE NOTE 1 L 11 EXTERIOR 12 o o i
LL 9 EXTERIOR 12 J SEE NOTE I 12 SEE NOTE 1 „ _Z �
5 HORIZONTAL CROSS SECTION 40 40 6 HORIZONTAL CROSS SECTION 40 4 HORIZONTAL CROSS SECTION air:10/08/14
z $ Oulswin I shown( wing iar a
2X Jamb Reinforcomenf $ 2X s ng shown(tnswing similar $ Oulsw ng shown(Inchrrg s m ar) Dwo. N.T.S. d
2X Jamb Relnforcemenf IX
Jomb R�nlorcemenl owa.m: JK
m
y oa.er: !FS 3
B mtaaNa No.: a
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1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EXTERIOR INTERIOR m N
=9
6 Outswng shown(Inswing stmt ar) b Oulswing shown(Inswing similar( o ¢ o x�
4 VERTICAL CROSS SECTION ce
E E 6 Outswing shown(Inswing similar)
NOTE: B �`m
1.Spacing for item L:6'from each end and 3 more C
equallV spaced along siderite jamb(S total). L °a
D
2.Spacing for item L @ head&sin:b"hom each end.1 �e
0.15 C-SINK _ a v
@ centeirne,2 additional at S•&4.5"from end fi P) E F .d—
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50 ° INTERIOR EXTERIOR
DwD.BY. JK m
1-1/4"MIN• c CHK.at. LFS 3
3 HORIZONTAL CROSS SECTION EMB (TYP,( a VERTICAL CROSS SECTION
ODaav HD NO.: d
a 6 Ou swing shown(Inswing sim tar 6 ulswing shown(Inswing similar) FL-17347.5
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SHEa 6 OF 13 •a
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V. - EXTERIOR / INTERIOR -
9 EXTERIOR 27 G A zg 1-k9 1-1/4"MIN• 4 VERTICAL CROSS SECTION ' ¢�
`S 1-1/4"MIN. T1 � w ''v
e ( I 40 tFM&(TYP.) 7 Shownwl iXsub•buek aw
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oc
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION E �I ¢ o $�
n 7 Shownwll%su •buc: 7 Shownw/1%sub•buck p o
oOulswrng shown(Inswing shmar) Outswing shown(Inswing simtlar) C a
C Y Y Y
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NOTE: v rc o g
1.Spacing for item 1:a from each end and 3 more SEE NOTE 2 L i
equally spaced along siderite jamb IS total). 1 E
2 Spacing for item L®head&sril:V from each end,I SEE NOTE 1 L .v° EXTERIOR INTERIOR o o
Q centerline,2 additional at 3-&4S'from end
odjacent to door,
T A�_� 5 VERTICAL CROSS SECTION aie to oB/14
1-1/4"MIN. 7 Shown w/IXsub-buck SCALE: N.T.S. d
Ouiswing shown(Inswtng simP,or) m
EMB.PYP.) owe.W. JK
e 3 HORIZONTAL CROSS SECTION CNN.BY. LFs
& 7Shown wl IX sub UC: ONAwiNG NO.:
10
2 OutYMng shown(Inswing sim'lar) FL-17347.5
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EMB. P. EMB,(TYP.j
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HORIZONTAL GROSS SECTION Outswing shown pmwing similar) M. � z
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T HORIZONTAL CROSS SECTION 8 S awn tfirh 11asonry
,� g Sown 0 rent o Mosorvy Outswing sshaven(inswing sUrtRorj j
�OulswJrtg shown(Iruvaing simllar) a a
n C D
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NOTE• ° r
I.Spacing for item L:V from each end and 3 more
equally spaced along sideiite jamb(5 totol). a SEE NOTE 2 L 5D i
2.Spacing for Item L 9 head&sill:6"from each end,l
8 centefine,2 additional at 3"&4.6°from end EXTERIOR _ INTERIOR N o
adjacent� fo door.dso L
SEE NOTE t r5—'�VERTICAL CROSS SECTION DAM 10/08/14
w 1-IJ4"MIN. 1 �� $ Shown Direct to Masonry �c.- N.F.S.
EMB.(7yp•)—t— �i Outswing shown(Inswing similar) owa,er JK m'
3 HORIZONTAL CROSS SECTION cW,on LFS
l a J Shawn DireCl t0 MOSenty DRAW=NO.: �
dutswfogshown(Irtsvnng similar) FL-17347.5
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Q PRODUCT: Document.PropeMd Sr.�� \�
PLAS7PR0 INC. Lyndon F. SchroiCt �Ai .p_� .•'• \�\\
RBERGLASS DOOR P.E. No. 43109 �I7�
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UPDATE TO 6TH E0. (2017)F8C JK PART OR ASSEMBLY; BUILDING CONSULTANTS. MC.
I_ N in UPDATE TO STH ED. (2014)FBC JK VERTICAL CROSS tl 1i-111/ P•C. Bor 230. Volrico• FL 33595
w en a EiY SECTIONS (THRESHOLDS) (((III444 Phone No.: 873.659.9 T97
REVISIONS FBPE CA'No. 9813
0 201 6 R.W.BUILDINti CONUULTAK=INC.
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EXTERIOR _KeAINTERIOR SEE NOTE 2 i
INTERIOR
EXTERIOR
C EXTERIOR INTERIOR c N
P.
6 VERTICAL CROSS SECTION 7 VERTICAL CROSS SECTION o
10 Shown Direct to Mosonl� 1p Shown D rect to MasoruL 8 VERTICAL CROSS SECTION z$ o
Outswing only w/4-9/16 jamb Outswing only w/6-9/16 jamb p Shown D'uect to Masonry c
NOTE. Single door only(N/A W/Sidefiles) Outswing any w/6.9/16'jamb
iw
I.Spadng for item L•6'from each end and 3 more SEE NO1E I ��_1-1/4°MIN• w zo
g" equolh/spaced along sideGte jamb(5 total). EMS.(TYP-) m ' N�
5 HORIZONTAL CROSS SECTION �I �` o0
a 2•5pocing for item L 0 head&sill.,6 from each end.10 Shown Direct to Masonry o a
E centerfine.2 additional at 3"&4S'from end cdjacent Outswing only w/6.9/16"jombTp W
Ln
to door. a
E C 1 1 61d1 "m
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it INTERIOR
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1-1/0MW. l-1/4" EXfERiORMIN. M �11-11CMIN. DATE10/08/f9 =
EMB.(TYP.) EMB.(IYP.) EMS,(TYP.) sem, N.T.S. m
1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION
3 HORIZONTAL CROSS SECTION 4 HORIZONTAL CROSS SECTION pNo• JK
e 0 Shown Direct to Masonry 1 Q Shown Direct to Mason 10 Shown Direct to Masonry 10 Shown Direct to
6-911'omb ry o nv.LFS 3
Outswing only w/4-9/16'jamb Outswing only w/4-9/16"jamb Oulswing only w/6 9/16'Jamb g y ) a
9 Single door only JN/A W/Sidelites) Single door only(N/A W/Sidelites) FL-17347.5 H
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d.`VCFQnts\PiWPW.Inc PERMANENT\A-Florida Product Approvals\FL-17347 Fiberglass Door-Impac!-nonir-P301C-Drawingffl.-173476iH E012017AFL-173475.6.dwg.111
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PLASTPRO INC. Lyndon F. Schmidt �i� •••AZOF119�'�(7``���
FIBERGLASS DOOR P.E. No. 43409 p�870�s `�
y m 2 7/27 17 (UPDATE TO 6TF1 ED. (C2 !7)FBC JK ppRT OR ASSEMBLY: BUILDING CONSULTANTS11,13111110
1111111 ,
-s x :4\ 1 4 14/15 UPDATE TO 5TH ED. (2014) F8C JK
to �If P.O. Box 230, ValAao. FL 33595
IL+ NO DATE BY BUCK ANCHORING
?hone No.: 813.659.9197
REVISIONS FBPE CA. No. 9813
®201 C R.W.BIlILO1Na CONBIlLTANTB INa.
4-9/16-JAMBDIREC�-JO-MASO B ITYP.)
FEE"S
IS HEEi610)-►I - I - - - 4.,pYP.) 3".(NP) � I -6"PP.) ---- _ . _`��0�• .. /y��� m
All
2X BUCK- N �=
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F IX BUCK �.��••. �-Z -1'`
DIRECT TO- L 2X BUCK AMB• N o a ,��ii ••• ••����� >>°n'm°
HEAD&JAMBS ONRY F 1XBUCK DIRECTTO ��"'#n i 10 m� � $N m z
DIRECTTO MASONRY p a 9 u ■z d
(TYP.) r D MASONRY JAMB(TYP.) - _ 13 d? E� _z m° o v
V M HEAD&JAMBS (SEE SHEET 10 :o O u$ 9 00.
9/16'JAMB EYP ) o M DIRECT TO Q: a e m a a
_ N 6.9/16"JAMB - ) J BACK-TO-BACK " I-XBU MASONRY o •d
DI TO MASONRY JAMBS — G y �
> L w/REINF, 2X BUCK p )
C -(S SHEETP 10) _ C 1 SILL(TYP,) (lYP•) - O 2X REINF.
ADA SILL ONLY r^ ADA SILL ') SILL(TYP.) } — 12
F D D
(IYP.)
0p
c U1T'CHAND DEADBOLTDETAILS I
� 3
m 7d g
X XO/OX M a � Yo
_ DIRECTTO aO Wo y
4..INP.)- H g'ITYP.) 11 G IX BUCNK Y ,SEE HINGE o) F �t
DETAIL 1 a
! I I I I I I I I L 2X BUCK
2L 2X REINF.
xx�
c L 2X BUCK 6.9/16" N 9 • •• 9
U U
p JAMB - `o
a F 1X BUCK j BACK-TO-BACK DIRECTTO - a
DIRECTTO JAMBS MASONRY HINGE DETAIL I
p - D MASONRY L w/REINF. JAMB(TYP.) - IN N z
HEAD&JAMBS (TYR) M(SEE SHEET 10) DIRECTTO V W ath
(TYP,) _ 11 7 MASONRY p- SEE HINGE
�] G 1X BUCK m
DETAIL
2X BUCK Fi
? SILL(TY P,) �j • • L 2X REINF. f
ADA SILL I SILL(TYP.) - O y • •• ,�/1 ^^
D p -� w^
G ^a 0
HINGE DETAIL 2 HINGE JAMB u°
DATE:10/08/14
OXO u
l� sc�L& N.T.S.
m•BY: JK m'
HARDWARE DETAILS CHw BY: LFS
FRAME ANCHORING
ORAYd20 N0.: C
n FL-17347.5 c
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$HEEi 12 cr 13 N
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BILL OF MATERIALS (" 4 " "i ��� *
ii
DEM# DESCRIPTION MATERIAL T— �,4 •• :�
A 1X BUCK(G>=0.42) WOOD
I n
B 2X BUCK(G>=0.421 WOOD I "' * �' Jm
C 1/4"MAX.SHIM SPACE - L I N tl-07 ;
D 114'X 23/4"PFH ELCO OR ITW CONCRETE SCREW STEEL �—2.A44- ��z13"--I :�' •�`�� �¢g N
MASONRY- Dom
E 301 OR HOLLOW
BLOCK CONFORMING TPSI MIN.CONCRETE ONFORMING O ASTM C9DT0 ACI CONCRETE POLY FIBER JAMB '/,���iZIiITTT P1`�`�C����,` o d'm Z
F 1/4"X 33/4"PFH ELCO OR ITW CONCRETE SCREW STEEL m a N'0
G 3/16"x 3-1/4"PFH ITW CONCRETE SCREW STEEL �— a ° z_ o Z u
I 1/4"X 1-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 'v --- :_ m 9 m o a
J #10 X T PFH WOOD SCREW STEEL - J` a '"g '>n a a`
L N10X2-1/2 PFH WOOD SCREW(1.15 MIN.EMB.) STEEL G:
n
M 3/1,1'X 2-1/4'ITW CONCRETE SCREW STEELI 4 0 0
N 3/76"X 2-3/4"ITW CONCRETE SCREW STEEL 4.56°---�I 4.56"-4, xa
Q P 1/4'X 2-1/4"PFH ELCO CONCRETE SCREW STEEL INSWING THRESHOLD
1 POLY FIBER JAMB COMP. 20 Endura(Zder! �T
4 1X REINFORCEMENT (G>=0,55) WOOD _
21"—. aLP THRESHo18cc
5 2X REINFORCEMENT (G>=0.55) WOOD I SIDEUTE 24 DLP cio "
6 DOOR SWEEP PVC ADAPTER zo
7 WEATHERSTRIP ENDURA FORCE 5 FOAM
9 W9 x 3/4"PFH WOOD SCREW STEEL P•
s 11 4"X 4"HINGE STEEL `" `- CD
12 LATCH STRIKE PLATE STEEL
c 13 DEADBOLT STRIKE PLATE STEEL - o m'
E 20 INSWING THRESHOLD ALUM/COMP 4S6"
c 21 INSWING THRESHOLD W/SIDELITE ADAPTER ALUM/COMP I a a
o 21 INSWING THRESHOLD W/SIDELDEADAPTER I_ 4.56" �I
22 OUTSWING THRESHOLD ALUM/COMP x>-
E Endura(Z•SedesJ nn OUTSWING THRESHOLD m
23 OUTSWING THRESHOLD w/SIDELffE ADAPTER ALUM/COMP Endura(Zdedes)
`g 24 ADATHRESHOLD ALUM U E3
a 25 OUTSWING THRESHOLD I ALUM/COMP —4.56" SIDEUTE la I°
e'
26 INSWING THRESHOLD ALUM/COMP I ADAPTER fie
40 DOOR PANEL N$ CA
m 50I SIDEUTE PANELa p z
w OUISWING THRESHOLD 2
c CONCRETE ANCHOR NOTES:
ts 1.Concrete onchor locations of the comers may be adjusted to maintain the mh.
edge dlstonco to mortar jolrnls, o r—2.17'—`I t nl OUTSWING THRESHOLD w/SIDENE ADAPTER a o =
2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to L 23Fndura(Z•Sedes)
matntaln the rnh edge distance to malar jolnts,additional concrete anchors ^– a
may be required to ensure the MAX.ON CENTER"dimension ora not exceeded. ^ o ;
a Concrete anchor table: y Z
E• ANCHOR ANCHOR •MIN.•. MIN CLEARANCE. MIX CLEARANCE N 4.57' �- O o
5 I N 2 U
TYPE SITE EMBEDMENT TO MA56NRY TO'AOJACEM _ aArE 10 O6 14 i
EDGE- ANCHOR
ITW BUILDEX 3/16" 1-1/4' 3" 1-1 "
TAPCON° 14' 1.1/4' 2" 4" I scur:• N.T.S.
F� --4,57" I oec.ay.. JK m'
ELCO
ULTRACONtl 1/4° 1-1/4" 1" 4' 0HYL snr: LFS 3
nti INSWING THRESHOLD w/SIDEUI'E ADAPTER er INSWING THRESHOLD DMW.Na NO.:
WOOD SCREW INSTALLATION NOTES: sr
I.Maintain a miremum 518-edge distance,1"enddistance,6 1"o.c.5pactng oir DLP �� DLP FL-17347.5
wood screws to prevent the spgWngo(wood SHEET 13 OF 13 Q
O _