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1 FL# FL15213-R2
Application Type Revision
Code Version 2014
Application Status Approved
Comments
Archived 0
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
rlcicw@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 Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext 16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory Swinging Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Rl 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.
u Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R2 COI CERTIFICATE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
101/I.S.2 1997
101/I.S.2/NAFS 2002
AAMA/WDMA/CSA101/I.S.2/A440 2005
ASTM E1886 2002
ASTM E1996 2002
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 04/28/2015
Date Validated 04/29/2015
Date Pending FBC Approval 05/07/2015
Date Approved 06/23/2015
Summary of Products
Go to Page = (0 4) 0 Page 1/2
FL# Model,Number or Name Description
S51f3:F a.Smooth/Wood Grain/White Wood ;6'8"Impact",Opaque Fiberglass Single Door
Grain/Rustic/Mahogany Series Inswl g/O�ut wing g`f(X=configuration)—o
Fiberglass Door — y
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.1.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 15213.1 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.1.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.2 b.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OX or XO
Fiberglass Door -Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.2.1)df
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 15213.2 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.2.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.3 c.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Snap Frame"Glazing-Inswing/Outswing(OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FLIS213 R2 AE Eval 15213.3.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.4 d.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelite
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OX or XO-
Fiberglass Door Configurations)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.4.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 15213.4 for Design Pressure Ratings,any FL15213 R2 AE Eval 15213.4.odf
additional use limitations,installation instructions and Created by Independent Third Party:Yes
product particulars.
15213.5 e.Smooth/Wood Grain/White Wood 68"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing"Lip Lite"Glazing-Inswing/Outswing(OXO-
Fiberglass Door Configuration)
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15213 R2 II Inst 15213.5.pdf
�plastpro
5200 W. CENTURY BLVD.
LOS ANGELES CA 90045y....... ..
3FRAME W DTH ^` ' 1-1rl p,s ``
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Smooth/Wood Grain/ White Wood Grain q yp 9 d oa
Rustic/Mahogany �a a LZa a a
Series Fiberglass Door E
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INSWING/OUTSWING $ a
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GENERAL NOTES Qm �f3
1. This product has been evaluated and is in compliance with the 5th Edition o o X of o
(2014)Florida Building Code(FBC)structural requirements excluding the"High a a d
Velocity Hurricane Zone"(HVHZ).
i 2. Product anchors shall be as listed and spaced as shown on details.Anchor
embedment to base materiol shall be beyond wall dressing or stucco. Qm
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€ 3. When used in areas requiring wind bome debris protection this product
complies with Section 1609.1.2 of the FBC and does not require an impact N
resistant covering.This product meets missile level"Wand includes Wind Zone 4 z
as defined in ASTM El 996 and Section 1609.1.2.2 of the FRC.
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4. For 2x stud framing construction,anchoring of these units shall be the same as H
that shown for 2x buck masonry construction.
5. Site conditions that deviate from the details of this drawing require further g i
engineering analysis by a ficensed engineer or registered architect.
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No
iABIE OF CONTENTS
m
SNEET f; DESCRIPTION 2
OVERALL DESIGN PRESSt1RE(PSF); ^ o
1 Ty Ical elemlfon,design pressures,&general notes —02116112 ?
s 2 DoorpaneldetaBs SWING ?fl2AME scuc N.T.S. °
3 Horizontal cross sections DfMFNSION ° '.POSITIVE' NEGATIVE;!
9
or+c,er: JK m
4 Vertical cross sections INSWING 37.59'x 82.00" +65,0 -70.0 cnK.BY. LFS }
5 Buck and frame anchoring-2X buck masonry construction d
6 Frameanchorng-iXbuckmasouyconstructionowvnncrro: a
OUTSWING 37.59'x80.37" +65.0 -65.0 FL-15213.1
7 BBI of motenois&components sxccr I of 7
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91
RAOjwts\Fwstpro,Inc PERMANENMarida Produtt.ApprovalAFL-1521AC-Drawings\Cu nt\FL-15213.1-.8.dwg,21
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iFr`_ I g O PLASiPRD INC. P.E No. 43409
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PART OR ASSEMBLY.- BUILDING CONSULTANTS, INC.
IV cn x N NO DATE 5 UPDATE TO 5TH ED.(z0ta Fa0 E DOOR PANEL DETAILS `/1'4Y/��/'////!P•0. Box 230•VaMco• FL 33598
Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
Ou-o—Camau mrs No.
7-1/4"MIN 1
2 4 12 23 4 = A
30
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40 INTERIOR INTERIOR 16 2
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EXTERIOR EXTERIOR 13 ° " a.02116112
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1 e HORIZONTAL CROSS SECDON 1 HORIZONTAL CROSS SECTION
s 3 ,L,Wngshown-inswing 3 Oulsmngshown-Inswing FL-15213.7 ro
also approved also approved ro
SHEET 3 OF�
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Lyndon F Schmidt J'n.
t_ I PIASTPRQ INC. P.E. No.43409 ;'11,01,
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PART 0R ASSEMBLY: �K 9UILDlNG CONSULTANTS. INC.
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UPDATE TO SM Ea. 2D1a) sc JK rRIiCAL CRASS SECTIQNS tJt: P.O. Box 230.volrim, Ft_33595
BY Phone No.: 813.059.9197
R ISIONS POPE CA No. 9813
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u BUCK ANCHORING HINGE JAMB --FRAME ANCHORING STRIKE JAMS q
Mosonry2X buck construction
" CONCRETE ANCHOR NOTES:
y 1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortor joints. k
2.Concrete anchorlocations noted as MAX.ON CENTER"must be adjusted to
$ malnfain the min.edge distance to mortarjoints,additional concrete anchors 21 13
may be required to ensure the"MAX.ON CENTER"dimension are not exceeded. 6
3 Concrete anchor fable. 31 26 H a
ANCHOR ANCHOR MIN' MIN CLEARANCE MIN CLEARANCE. <o u
TO MASONRY,' TO Al?JACENT g 27 z
TYPE SIZE ..EMBEDMNi Ep�E aAcktlk
13 DAM 02/f6 12 i
ITWPC ®.._ 1/4" 1-1/4"
2" 4"
tAPCON / sate. N.T.S. 9
ELCO Dn.BY: JK m'
® 1/4" 1.1/4" 1" 4"
S! ULTRACON cxx.Br; LFS 3
ES: HINGEJAMB STRIKE PLATEDETAIt
WOOD SCREW INSTALLAi7ONNOT ¢
D�iAwu:C ND.: N
1.Maintain a minimum 5/8"edge distance,i"end distance,&1"e.c,spacing of FL-15213.1
wood screws to prevent the splitting of wood. N
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TYP,HEAD&
JAMBS
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BUCK ;z
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Masonry 1 X buck construction
.^'.. CONCRETE ANCHOR NOTES: h
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar Joints.
2 Concrete anchor locations noted as"MAX.ON CENTER"must be adjusted to
main fain the min.edge distance to mortcrjoinls additional concrete anchors a ,;
may be required to ensure the MAX ON CENTER°dimension are not exceeded. 21 - 3
3 Concrete anchor table.,
ANCHOR ANCHbR MIN „.M1N CLEARANCE MIN CLEARANCE, 31
'� •;TYPE �31ZE EMBEDME ,' 70 MASONRY i0 ADJACENT"'i Y
., EDGE`. .. ,'iANCNOR ".:;`•'i 8 27XILi
TELCONa 1/4" 1.1/4" 1" 4" Du>,02N'7.S12 3
d UITRACON owa Br; JK m
RW ® 3/i6" 1.1/4" 3" 1-1/2"
TAPCON I HINGEJAMB SfRIKEPLATEDEWL cnK.Br' LFS 3
WOOD SCREW INSTALLATION NOTES: DRAWM Nes c
s 1.Maintain a minimum 5/8"edge distance,?'end disfance.&l'o.c.spacing of FL-75213.1 n
'b wood screws to prevont the splitting of wood, a
ri
C SHEET 6 OF 7
K
BILL OF MATERIALS '
ITEM DESCRIPTION MATERIAL '
rr i,
I MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE =O * cz m
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
2 1X BUCKSG>=0.55 WOOD ? 7 $ +0� E
12
3 2X BUCK SG>=0.55 WOOD �'i �`�� 2 3 m w
��'•..... .... � >> m
4 1/47MAX.SHIM SPACE '/'i�LrF�I*•` `Y�� �0�;
5 1/4"X 2-3/4PFH ELCO OR ITW CONCRETE SCREW STEEL Z
6 #10 x 2-i/2"PFH WOOD SCREW STEEL o z ■z
8 #9 x 3/4'PFK WOOD SCREW STEEL �-y tT a $ 1.
g o o a
9 DOOR SKIN MIN.0.075'iHiCK FIBERGLASS 4s6" ^ 4.56"
10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL `-1
10A VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL
11 REINFORCEMENT WOOD FOR LOCK WOOD 3a
12 FINGER JOINTED PINE JAMB WOOD '.:.•i
13 #9 x 2-1/4"PFH WOOD SCREW STEEL I 2' - 4—T 2.12"---4�
14 BOTTOM RAIL CELLULAR PVCJ
15 INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 2,0 2.43-
15A
43 15A INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM. WOOD zoo sz
z
16 FORCE 5 WEATHER STRIPPING BY ENDURA FOAM T2 JAMB 23 POLY F BER JAMB
00 J S
16A COMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM m
17 KWIKSETKEYED ENTRY-SIGNATURE SERIES STEEL'
18 1 KWIKSETDEADBOLT-SIGNATURE SERIES 780 STEEL
20 POLYURETHANE FOAM BY NANYA POLYURETHANE �I a
214"X 4-BUTT HINGE STEEL g
23 POLY FIBER JAMB COMP./VINYL i
24 HINGE&LATCH STILE CELLULAR PVC �� r
25 TOP RAIL CELLULAR PVC 4,56" 4.56' m
26 DEADBOLT STRIKE PLATE STEEL
27 LATCH STRIKE PLATE STEEL
28 OUTSWING BUMP THRESHOLD ALUM, WOOD
29 HINGE&LATCH STILE,REINFORCEMENT- LVL
1/4 X 3LA"PFJ I'ITWiCONCRETE SCREW l STEEL z
-3TC'#9�c1 PEKWOODSCR STEEL i D N
�r32 sl 4x31 4i PFHJTWLCONCRETE5CREW STEEL
X33"t3/16"•X'3"l/4+P.FHITMTCQ
E DOORNCRETE SCREW STEEL
DJUSiABLE1NSWING51[LOUISWINGBUMPiHRESHOLD Q
40`'DOOR PANEL=SEPANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
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sem N.T.S.
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ADJUSTABLE INSWING SILL DROING NO.; N
s" T5 FL-15213.1
3 sBEET 7 cr 7