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> Application Detail
FL17184-R3
Revision
2014
Approved
Plastpro Inc. / Nanya Plastics Corp.
5200 W CENTURY BLVD.
LOS ANGELES, CA 90045
(440) 969-9773 Ext16
rickw@rwbidgconsultants.com
Vivian Wright
rickw@rwbidgconsultants.com
Scott Johnson
5200 W Century Blvd.
Los Angeles, CA 90045
(440)969-9773 Ext18
scottjohnson@plastproinc.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0 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 & Management Institute
Quality Assurance Contract Expiration Date 12/31/2018
Validated By Ryan J. King, P.E.
Z Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
FL17184 R3 COI Certificate of Independence.odf
Standard
AAMA/W DMA/CSA101/I. S.2/A440
ASTM E1886
ASTM E1886
ASTM E1996
ASTM E1996
ASTM E1996
ASTM E330
TAS 201, 202, 203
Year
2005
2005
2002
2002
File ile Copy a
opya 2005
2002
1994
Equivalence of Product Standards
Certified By
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products,
Go to Page riYv
Method 1 Option D
03/10/2016
04/18/2016
04/18/2016
06/08/2016
0 0 Page t / 310 0
FL # Model, Number or Name Description
17184.21 u. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Impact" Fiberglass Single Door (X
Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.21.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 17184.21 for any additional use limitations, FL17184 R3 AE Eval 17184.21.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.22 v. Fiberglass Door I Up to a TO x 6'8 Glazed "Impact" Fiberglass Single Door with a
Sidelite (OX or XO Configurations) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.22.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 17184.22 for any additional use limitations, FL17184 R3 AE Eval 17184.22.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.23 l w. Fiberglass Door l Up to a TO x 6'8 Glazed "Impact" Fiberglass Single Door with a
Sidelite (OXO Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.23.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 17184.23 for any additional use limitations, FL17184 R3 AE Eval 17184.23.pdf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.24 x. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door(XX
Configuration) Inswing/Outswing
Limits of Use Installation Instructions
Approved for use in HVHZ: No FL17184 R3 II Inst 17184.24.1)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 17184.24 for any additional use limitations, FL17184 R3 AE Eval 17184.24.odf
installation instructions and product particulars. Created by Independent Third Party: Yes
17184.25
y. Fiberglass Door
Up to a 6'0 x 6'8 Glazed "Impact" Fiberglass Double Door with
Sidelites (OXXO Configuration) Inswing/Outswing
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL17184 R3 II Inst 17184.25.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 17184.25 for any additional use limitations,
FL17184 R3 AE Eval 17184.25.pdf
installation instructions and product particulars.
Created by Independent Third Party: Yes
17184.26 z. Fiberglass Door Up to a nominal 3'0 x 70 "Non -Impact" Glazed Fiberglass
Single Door with or without "Non -Impact" Sidelites (X, XO or
OX, OXO Configurations) Inswing/Outswing
plastpro
5200 W. CENTURY BLVD.
LOS ANGELES, CA 90045
GLAZED FIBERGLASS DOOR
INSWING / OUTSWING
'IMPACTr'
GENERAL NOTES
1. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building
Code (FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ).
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.
Z. When used in areas requiring wind borne debris protection this product complies with Section
1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile
level "D" and includes Wind Zone 4 as defined in ASTM E 1996 and Section 1609.1.2.2 of the FBC.
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 this drawing require further engineering analysis
by a licensed engineer or registered architect.
TABLE OF CONTE=
SHEET#
DESCRIPTION
I .
Typical elevation; design pressures, & general notes
2
Door panel details
3
Horizontal cross sections
4
Vertical cross sections
5
Buck and frame anchoring - 2X buck masonry construction
6
Frame anchoring -1X buck masonry construction
7
Bill of materials, glazing detail & components
37.50 MAX. OVERALL
FRAME WIDTH
SWING
_ _ . ,.
OVERALL
FRAME
,DIMENSION ,,
OVf=RACL
DLO:
: DIMENSION
GLASS
........
DESIGN PRESSURE
(PSF7:;
POS[TlVE
.NEGATNE
INSWING
37.60" x 82.00"
20.50" x 62.75"
G1
+50.0
-50.0
OUTSWING
37.50" x 80.50"
20.50" x 62.75"
+50.0
-50.0
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MASONRY
OPENING
2X BUC
91 BUCK ANCHORING
fL
CONCRETEANCHOR NOTES:
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
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the "MAX. ON CENTER" dimension are not exceeded.
t; 3. Concrete anchor table:
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ADJACENT.:;;::;
WOOD SCREW INSTALL417ON NOTES:
1. Maintain a minimum 518"edge distance, 1 " end distance, & I " 0-c- spacing of
wood screws to prevent the splitting of wood.
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HINGE DETAIL
LATCH & DEADBOLT DETAIL
CONCRETE ANCHOR NOTES:
1. Concrete anchor locations at the comers may be adjusted to maintain the min.
edge distance to mortarjoints.
2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to
maintain the min. edge distance to mortar joints, additional concrete anchors
may be required to ensure the 'MAX. ON CENTER" dimension are not exceeded.
3. Concrete anchor table:
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ITW
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2"
4"
TAPCON®
ELCO ®
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1.1/4"
i"
4"
ULTRACON
ITW ®
3/16"
1-1/4"
3"
TAPCON
WOOD SCREW INSTALLATION NOTES:
1. Maintain a minimum 5/8" edge distance, 1"end distance, & 1" o.c. spacing e
wood screws to prevent the splitting of wood.
HINGE JAMB
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TYP. HEAD &
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OPENING
FRAME
1 X BUC
FRAME ANCHORING
Masonry 1 X buck construction
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BILL OF MATERIALS
ITEM DESCRIPTION MATERIAL
A
1XBUCKSG>=0.55
WOOD
B
2X BUCK SG >= 0.55
WOOD
C
IN MAX. SHIM SPACE
D
1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
E
MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI
301 OR HOLLOW BLOCK CONFORMING TO ASTM C90
CONCRETE
F
1/4" X 2-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
G
3/16" X 3-1/4" PFH ITW CONCRETE SCREW
STEEL
H
1 /4" X 3-1 /4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
J
1/4" X 3-3/4" PFH ELCO OR ITW CONCRETE SCREW
STEEL
L
#10 X 2-1/2" PFH WOOD SCREW
STEEL
M
#8 X 2-1 /2" PFH WOOD SCREW
STEEL
N
1 /4" X 1-3/4 PFH ELCO OR ITW CONCRETE SCREW
STEEL
6
SEALANT
SILICONE
7
WEATHERSTRIP
FOAM
9
4" HINGE
STE
10
#10 X 3/4" PFH WOOD SCREW
STEEL
20
JAMB FINGER -JOINT -PINE
WOOD
21
POLYFIBER COMPOSITE JAMB
POLYFIBER
27
LATCH STRIKE PLATE
STEEL
28
DEADBOLT PLATE
STEEL
30
DOOR SWEEP
31
OUTSWING THRESHOLD BY DLP
ALUM. / WOOD
32
ADA THRESHOLD
ALUMINUM
33
INSWING THRESHOLD BY DLP
ALUM. / WOOD
36
OUTSWING ADA BUMP THRESHOLD
ALUMINUM
40
DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR CONSTRUCTION DETAILS
41
DOOR SKIN (MIN. 0.075" THICK) PLAST-PRO/NANYAFy =11,063 PSI MIN.
FIBERGLASS
42
TOP RAIL
CELLULAR PVC
43
LATCH & HINGE STILE
CELLULAR PVC
44
REINFORCEMENT WOOD FOR LOCKS
WOOD
45
BOTTOM RAIL
CELLULAR PVC
46
FOAM CORE
POLYURETHANE
47
LATCH & HINGE STILE REINFORCEMENT
LVL
51
ODL LITE FRAME
ALUMINUM
52
#10 X 1-3/4" PFH SCREW
STEEL
53
GLAZING COPOUND REDI-SEAL BY ODL, POLYMERIC FOAM
P/MERIC FOAM
54
STRUCTURAL SILICONE DOW #995
SILICONE
55
SCREW PLUG
4.56"
70 HEAD 3 SIDE
Jamb
4.56'
91 QOSHOU NG THRESHOLD
ADA SILL
ISHC
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1/8" TEMPERED GLASS
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1/8" ANNEALED GLASS
0.090" SAFLIX® PVB INTERLAYER
1/8" ANNEALED GLASS
X: N.T.S.
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AWNO NO.:
FL-17184.21 v
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