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P OFFICE OF FL# FL15213-R3 I RECEIVED
Application Type Revision l
Code Version 2017 1 ,I
7 ntp
Application Status Approved � U''I W /
j�S1 Lucie County, Permitting
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@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 Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
ronoconnell@plastpro.com Ext 16
ronoconnel I@plastpro.com
0 Category Exterior Doors
0 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 the Lyndon F.Schmidt, P.E.
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.
Validation Checklist-Hardcopy Received
Certificate of Independence FL15213 R3 COI (b)Certificate of Independence,p�if
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 Florida Licensed Professional Engineer or Architect
FLIS213 R3 Equiv (a)-Lquivalency of Standards.pdf
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 10/20/2017
Date Validated 10/20/2017
Date Pending FBC Approval 10/24/2017
Date Approved 12/12/2017
Summary of Products
Go to Page ____ _ 0 0 Page 1/20 0
FL# Model, er or Name Description
15213.1 a mooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door-
rain/Rustic/Mahogany Series Inswing/Outswing(X-Configuration)
Fiberglass Door %
L its of Use nstallation Instructions
pproved for use in HVHZ: No FL15213 R3 II (a) Inst 15213.1.pdf
proved for use outside HVHZ:Yes Verified By: Lyndon F. Schmidt,P.E.43409
I act Resistant:Yes Created by Independent Third Party: Yes
Des�use
re: N/A Evaluation Reports
OtheT 15213.1 f ressure Ratings,any FL15213 R3 AE (a) Eval 15213.1.pdf
additimi a ions,installation instructions and product Created by Independent Third Party: Yes
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 R3 II (a)Inst 15213.2.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 15213.2 for Design Pressure Ratings,any FL15213 R3 AE (a) Eyal 15213.2.p.0f
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
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 R3 II (a) Inst 15213.3.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 15213.3 for Design Pressure Ratings,any FL15213 R3 AE (a) Eval 15213.3.pjf
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
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 1 FL15213 R3 II (a)Inst 15213.4.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 15213.4 for Design Pressure Ratings,anyFL15213 R3 AE (a) Eval 15213.4.p-dff
additional use limitations, installation instructions and product Created by Independent Third Party: Yes
particulars.
15213.5 e.Smooth/Wood Grain/White Wood 6'8"Impact"Opaque Fiberglass Single Door with Sidelites
Grain/Rustic/Mahogany Series utilizing "Lip Lite"Glazing -Inswing/Outswing(OXO-
Fiberglass Door Configuration)
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GENERAL NOTES <
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1. This product has been evaluated and is in compliance with the 6th Edition o < ^ o w
(2017)Florida Building Code(FBC)structural requirements excluding the"High O & a
4 Velocity Hurricane Zone"(HVHZ). a a
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2. Product anchors shall be as listed and spaced as shown on details.Anchor o $
7 embedment to base material shall be beyond wall dressing or stucco.
3. When used in areas requiring Wind bome debris protection this product a
g complies with FBC Sections 1609.1.2&R301.2.1.2 and does not require an N$
impact resistant covering.This product meets missile level"D"and includes Wind z
r Zone 4 as defined in 2.2&R301.2.1.2.1. W W N
4. stud framing construction,anchoring of these units shall be the same as Q
that shown for 2x buck masonry construction.
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?� 5. Site con e further
121
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engineering analysis by a licensed engineer or registered architect. 1!
TABLE OF CONTENTS 'o Z8
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SHEET# DESCRIP110N 'z o
OVERALL DESIGN PRESSURE(PSE) e
1 Typical elevation,design pressures,&general notes DATE:02116112 z
2 Door panel details SWING FRAME SCALE: N.T.S.
DIMENSION POSITIVE NEGATIVE
3 Horizontal cross sections m'
DM.ft JK
s 4 Vertical cross sections
INSWING 37.50"x 82.00" +65.0 -70.0 CHK.BY: LFS
5 Buck and frame anchoring-2X buck masonry construction
s6 Frame anchoring-1 X buck masonry construction ro
y OUTSWING 37.50"x 80.37" +65.0 -65.0 FL-15213.1
7 Bill of materials&components 14
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October 19,2on
Sz^ g PRODUCT: D—ente Prepared W. ••.• `�
x !�. Lyndon F. Sahmldt ��j �........
o g o PLASTPRO INC. P.E. No. 43409
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1071-9717 UPDATE TO 6TH ED. (2017) FOC LFS PART OR ASSEMBLY: K BUILDING CONSULTANTS, INC.
104/22/15 UPDATE TO 5TH ED. (2014 FHC JK ✓ P.O. Box 230, Vold—, FL 33595
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NO,- DATE BY DOOR PANEL DETAILS Phone No.: 813.859.9197
REVISIONS FBPE C.A. No. 9813
C 4012 R.W.BILL....Co...--INC.
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It N IB TPSO I INC. P/./E� No. 43409
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N ` 2 1071-9717 UPDATE TO 6TH E0. (2017) FBC LFS PART OR ASSEMBLY: �/rBUILDING CONSULTANTS, INC.
CA x in 1 4 22 15 UPDATE 70 5TH E0. (2014) FBC JK HORIZONTAL CROSS SECTIONS ✓ YY P.O. Box 230, VDlrloo, FL 33595
v v NO DATE BY Phone No.: 813.659.9197
REVISIONS FSPE CA No. 9813
0 91312 R.W.B-DIND CONJIUL-T!IND.
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PRODUCT: Downwnta =,11,,.
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PLASTPRO INC. P.E No. 43409
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FIBERGLASS R m �rgnnitl�
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04122115 UPDATE TO 5TH ED. 2014 FBC JK VERTICAL CROSS SECTIONS ✓I•VV p•O. Box 230. VDlrlm F L 33395
v N NO DATE BY Phone No.: 813.659.9197
REVISIONS FEPE C.A. No. 9813
0 2012 R.W.t3UILDINO CONHULTANTU INC.
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BUCK ANC HINGE JAMI FRAME ANCHORING STRIKE JAMB 8
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Masonry 2X buck construction a
CONCRETE ANCHOR N-651 a:
1.Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortar joints.
a 2.Concrete anchor locations noted as MAX.ON CENTER"must be adjusted to o
maintain the min.edge distance to mortar joints,additional concrete anchors 21 13 z z ?
may be required to ensure the MAX.ON CENTER"dimension are not exceeded. 6
3. Concrete anchor table: 31
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ANCHOR R MIN.
MIN.CLEARANCE O ADJARANCE o i
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SIZE EMBEDME
EDGE ANCHOR
ITW o i/ 11/4" 2' 4" 13 rFL_0!2116112 u
3 TAPCON .T.S.
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ULTRACON LFS
OOD SCREW INSTALLATION NOTES: HINGE JAMB SiRO PLATE DETAIL
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CONCRETE ANCHOR NOTES: e
I.Concrete anchor IocaHoru at the comers may be adlWed to maintain the min.
edge distance to mortar Joints.
2.Concrete anchor locations noted as"MAX.ON CENTER"must be o*rsted to
maintain the min.edge distance to mortar joints,additional concrete anchors
may be required to erxwe the"MAX.ON CENTER"dimension are not exceeded. 21 _
3.Concrete anchor table: 32 ^
MIN.CLEARANCE MIN.CLEARANCE 26
ANCHOR ANCHOR MIN. 31 N
TYPE SIZE EMBEIIMEN! TO EDGMASOE
TO ANCHOR
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TAPCONe 1/Ir 1.1/4" 2"
asp 02116112ELCO3 z
ULTRACON 1/4' 1.1/4 1' 4" ScuE N.T.S.
s i1W s 3/1V 1-1/4" 3" 1-1/2" BY. JK ;
e TAPCON CHIC.er: LFS
9 WOOD SCREW INSTALLATION NOTES: HINGE JAMA STRIKE PLATE DETAtt
1.Maintain a minimum 5/8" DRAWING 15
edge distance,I"end distance,&1"o.c.spacing o/ �
wood screws to prevent the spllHirng of wood. FL-15213.1 a
sHccr6 or 7 lz
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL Z Av.
1 MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE =V? * O
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
2 1 X BUCK SG-0.55 WOOD � 5 o n
3 2X BUCK SG—0.55 WOOD `�� >>° m
mo
5 1/,('X 2 3/4H FH ELCO OR ITW CONCRETE SCREW STEEL.SIM SPACE '��� i►�fit �� %�y` °N-:z
6 #10 x 2-1/2"PFH WOOD SCREW 1.15"MIN.EMBEDMENT STEEL ^ z c i
8 #9 x 3/4'PFH WOOD SCREW STEEL p� �y y g Ec° S m°c w
9 DOOR SKIN MIN.0.075'THICK FIBERGLASS
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10 INSWING VINYL DOOR BOTTOM SWEEP BY ENDURA VINYL ` 4S6" 4S6" d D"� m a a
^ 4
—OA VINYL DOOR BOTTOM SWEEP#3628 BY HOLM IND. VINYL o o6
11 REINFORCEMENT WOOD FOR LOCK WOOD
a
12 FINGER JOINTED PINE JAMB WOOD
F15A
#9 x 2-1/4"PFH WOOD SCREW STEEL
F7�2,IT 2.12' --�
BOTTOM RAIL CELLULAR PVC
Q INSWING ADJUSTABLE THRESHOLD BY ENDURA ALUM./WOOD 2.43' {-- 2.43 --I co
N INSWING ADJUSTABLE ALUMINUM THRESHOLD BY DLP ALUM./WOOD z o w W
FORCE5WEATHERSTRIPPINGBYENDURA FOAMJAMBQCOMPRESSION WEATHER STRIP QLON 650 BY SCHLEGEL FOAM KWIKSET KEYED ENTRY-SIGNATURE SERIES STEEL 5�N �S
a mat
6 18 KWIKSET DEADBOLT-SIGNATURE SERIES 780 STEEL � �
20 POLYURETHANE FOAM BY NANYA POLYURETHANE o
3 21 4"x 4"BUTT HINGE STEEL
23 POLY FIBER JAMB COMP./VINYL Qa
9 24 HINGE&LATCH STILE CELLULAR PVC – m
25 TOP RAIL CELLULAR PVC 4,56" 4.56"
26 DEADBOLT STRIKE PLATE STEEL
27 LATCH STRIKE PLATE STEEL
28 OUTSWING BUMP THRESHOLD ALUM./WOOD v
29 HINGE&LATCH STILE REINFORCEMENT LVL
30 114'X 3.3/4"PFH ITW CONCRETE SCREW STEEL N N
z
31 #9 x i"PFH WOOD SCREW STEEL
iE
32 1/4"x 3-1/4"PFH ITW CONCRETE SCREW STEEL
33 3/16"X3-1/4"PFH ITW CONCRETE SCREW STEEL ISA U ABLE IN WIN I Y8 B TH HO Q o
a 40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
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SHEET 7 of 7
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