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Product Approval Menu>Product or Application Search>Application List>Application Detail
r { FL# F1-13210=R3
Application Type Revision
Code Version 2014
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 Ext16
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 Ext18
scottjohnson@plastproinc.com
i
i
Quality Assurance Representative Ron O'Connell
Address/Phone/Email 5200 W Century Blvd.
Los Angeles,CA 90045
(440)969-9773 Ext16
ronoconnell@plastpro.com
Category Exterior Doors
Subcategory z-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 J.King,P.E.
D Validation Checklist-Hardcopy Received
Certificate of Independence FL15210 R5 COI CERTIFICATE of INDEPENDENCE.odf
Referenced Standard and Year(of Standard) Standard Year
ASTM D1929 1996
ASTM D2843 1999
ASTM D635 1998
ASTM D638 2003
ASTM E1300 2004
ASTM E84 2005
ASTM G26 1995
G 155 2005
I
plastpro In
37.51"MAX.OVERALL
FRAME WIDTH ;
5200 W. CENTURY BLVD. =u%' Z ,`��.�'
LOS ANGELES, CA 90045 ,
111riirt1 Z o c d
Smooth / Wood Grain / White Wood Grain ® ® N tm Z O
Rustic /Mahogany E 9 o
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Series O Fiberglass Door 0 Z V a 4 m a a
INSWING/OUTSWiNG 3:
'IMPACT,
GENERAL NOTES Z o
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l. This product has been evaluated and is in compliance with the 5th Edition(2014)Florida Building Code u+ W o 0
(FBC)structural requirements including the"High Velocity Hurricane Zone"(HVHZ). X zo o
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0 2. Product anchors shall be as listed and spaced as shown on details.Anchor embedment to base material << p
shall be beyond wall dressing or stucco. 5�n W y
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3. When used in the"HVHT'this product complies with Section 1626 of the Florida Building Code and does not m o N
require an impact resistant covering. °D 00 g
g4. When used in areas outside of the"HVHZ"requiring wind bome debits protection this product complies with
Section 1609.1.2 of the 2014 FBC and does not require an impact resistant covering.This product meets m
missile level"D"and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC. a
5. For 2x stud construction,anchoring of these units shall be the same as that shown for 2x buck masonry
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= 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed W o
engineer or registered architect. N rn
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7_. Outswing configurations meet water infiltration requirements for"HVHT'.All other configurations do not
meet the water infiltration requirements for the"HVHT'and must be installed only in non-habitable areas or
g at habitable locations protected by an overhang or canopy such that the angle between the edge of _ _
canopy or overhang to sill Is less than 45 degrees.
MAX DESIGN PRESSURE(PSI)
TABLE OF CONTENTS SWING FRAME a
o SNEETB DESCRIPTION DIMENSION POSITIVE 'NEGATIVE' "' m
1 Typical elevation,design pressures,&general notes
2 Door panel details 37.50" ^Z
i INSWING I X +75.0 -75.0 DATE-02116112 i
< 3 Horizontal cross section 82.00"
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4 Vertical cross secficns5 3-paint lock details 37.50" MO.BY. JK m'
s 6 oint lock details OUTSWING x +75.0 -75.0- CM BY. LFS 3
g 7 Buck and frame anchoring 81.13" - ow.wwc NO.: d
E g Components "
'n 8 Bid of materials See sheet 2 for hardware design pressure limitations FL-15210.1 n
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.5 133 KNOB: SIGNATURE SERIES
_ KWIKSET DEADBOLT: SIGNATURE SERIES(980) +75 FOAM CORE
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N DEADBOLT: V SERIES(060162) rn
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_ SEE HARDWARE TABLE PAMEX LEVER: FL30SERIES y
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- G HOPPE MULTI•POINTLOCK: 3-POINT TONGUE ±50 FIBERGLASS SKIN
SEE HARDWARE TABLE (0.125'MIN.THK.)-� •4 a d
W&F MULTI•POINTLOCK: TRILENNIUM"3000"SERIES t75
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BOTTOM RAIL i
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2 DRAWING NO.:
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FL-15210.1 a
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j_ N PLASTPRO INC. P.E. No. 43409 -liiilm'0NA1.
FIBERGLASS DOOR 1111111111
PART OR ASSEMBLY: (rQ //BUILDING CONSULTANTS, INC.
I`� p � M 1 319115 UPDATE TO 5TH ED. 2014 FBC JK HORIZONTAL CROSS SECTIONS YV P.O. Boz 230, Valrieo, F1 33595,
N NO DATE BY Phone No.: 813.859.9197
I REVISIONS FBPE CA No. 9813
2t31 2 R.W.81.11—ma coma-6 INC.
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I� N D Z FIBERGLASS LASPLASTPRS I OR P.E. No. 434D9 4j���O �1``p
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IQ I z 3 N FIBERGLASS DOOR P.E. No. 43409 // ��
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p to 115 UPDATE TO 5TH ED. 2014 FBC JK P.O. Box 230• Valriao• Fl 33595
Ito N NO DATE BY 3—POINT LOCK DETAILS Phone No.: 813.659.9197
i REVISIONS FBPE CA No. 9813
201 2 R.W.Bu1LDIND CONf3l1 LTHNT3 1Na.
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I.Concrete anchor focatfons at the comers_may be adjusted to maintain the min. a
edge distance to mortarjofnts. _ 1 X BUCK H a 6
a 2 Concrete anchor locations noted as•MAX.ON CENTER•must be adjusted to - - - - - 9 ?
� maintain the min.edge distance to mortarjotnts,additional concrete anchors 2X BUCK L
$� maybe required to onssne the'MAX ON CENTER•dimension are not exceeded. 2$ H 1 X BUCK - _
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3.Concrete anchor table: 11 1XBUCK-H 9 ___m¢ ,a,
ANCHOR ANCHOR MIN ? MIN CLEARANCE MtN.CLEARANCE 88 2X BUCK 2X BUCK L
TO MASONRY TO ADJACENT;;.; 2X BUCK SB
C _;.TYPE SITE FMBEDMEM; ..EDGE: %'ANCHOR ': 11 11 'z ao
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I'00I N I FlBELRGFASS (DOOR Lyndon
No F.409Schmidt ''iI�O. `
tJ r— y rn I PART OR ASSEMBLY: mx A BUILDING CONSULTANiH. INC. I
I1O p to 1 319115 UPDATE TO STH ED. 2014 FBC JK P.O. Box 230. Valrieo, FL 33595
tJ NO DATE BY COMPONENTS Phone No.: 813.659.9197
REVISIONS FBPE C.A. No. 9513
®201 2 R.W.8-1-101 ao Ca N13a LTAHi.IN..
-—--------------------
BILL OF MATERIALS - .
HEM 0 DESCRIMON MATERIAL _-z
A I BUCK SG>=0.55 WOOD
B 2X BUCK SG>=0.55 WOOD o�
::Y. � =mro
D 1/4"X 2 3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL ��ii ..P..SHIM SPACE
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E MASONRY-3,000 PSI MIN.CONCRETE CONFORMING TO ACI CONCRETE _ "N .
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 E z$m cdi
°~ G 1/4'X 3-9/4"PFH ELCO OR TTW CONCRETE SCREW STEEL °: c 9 0 0`a
H 3/16'x3-1/4"PFH ITW CONCRETE SCREW STEEL a �' mm 0:a.
I 1/4"X 1-3/4"PFH ELCO OR TTW CONCRETE SCREW STEEL u
L #8 X 2-1/2"PFH WOOD SCREW STEEL Z
M #8 X 1-1/2"PFH WOOD SCREW STEEL a
1 POLY FIBER JAMB COMP./VINYL
Q 2 FINGER JOINTED PINE FRAME WOOD
7 WEATHERSTRIP FOAM
8 DOOR BOTTOM SWEEP VINYL 90 s
9 4'X 4"BUTT HINGE STEEL 0 0
11 #9 X 3/4"PFH WOOD SCREW STEEL 0 En22 3 POINT'TONGUE'MULTI-POINT LOCKSET(Mfg.BY HOPPE) STEEL E n m o
6 23 MULTI-POINT STRIKE PLATE(TONGUE SYSTEM) STEEL a m
25 LATCH AND DEADBOLT STRIKE PLATE(TONGUE SYSTEM) STEEL m
27 LATCH STRIKE PLATE STEEL �I o
28 DEADBOLT STRIKE PLATE(SECURITY) STEEL o
3 IL
29 ADA THRESHOLD ALUM a
$ 30 OUTSWING THRESHOLD ALUM/WOOD )9 m
31 OUTSWING THRESHOLD ALUM/WOOD
E 32 OUTSWING THRESHOLD ALUM/WOOD
33 OUTSWING THRESHOLD ALUM/COMP
34 OUTSWING THRESHOLD ALUM/WOOD
g 36 INSWING THRESHOLD ALUM/COMP
N
37 INSWING THRESHOLD ALUM/WOOD N
38 INSWING THRESHOLD ALUM/COMP x g
40 DOOR PANEL-SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
55 #10 X 1-1/2"PFH SCREW STEEL
--- 57 BACKING PLATE STEEL a
a' 58 #8 X 2"PFH WS STEEL
60 MULTI-POINT STRIKE PLATE STEEL —
62 LOCK ASSEMBLY STEEL
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